US1979896A - Method of lining tunnels, shafts, or the like - Google Patents

Method of lining tunnels, shafts, or the like Download PDF

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Publication number
US1979896A
US1979896A US637713A US63771332A US1979896A US 1979896 A US1979896 A US 1979896A US 637713 A US637713 A US 637713A US 63771332 A US63771332 A US 63771332A US 1979896 A US1979896 A US 1979896A
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rings
shuttering
shafts
concrete
lining tunnels
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Expired - Lifetime
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US637713A
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Mcalpine Malcolm
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D5/00Lining shafts; Linings therefor
    • E21D5/12Accessories for making shaft linings, e.g. suspended cradles, shutterings
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK 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
    • E21D11/04Lining with building materials

Definitions

  • This invention relates to the improved method of lining tunnels, shafts or the like.
  • the object of the invention is the construction of a tunnel of relatively less cost with greater facility and celerity than has been obtained in the past owing to the large amount of mass concrete used.
  • This invention consists in the method of building and reinforcing the walls of tunnels, shafts and the like in which two complete rings in segments in concrete or the like having tongued and/or grooved sides and ends are built in the excavation of the tunnel or shaft a given distance apart from one another, supporting in said rings movable tubular shuttering formed of removable segments adapted to be collapsed to a smaller peripheral dimension than the tunnel diameter and casting between said rings a concrete monolith structure to coincide with the internal periphery of the rings which keys into the tongues and/or grooves in the sides of the two rings at the ends of the monolith, and while the concrete of the monolith structure is setting building another segmental ring at a given distance in advance to support the forward end of the shuttering when said shuttering is slidingly removed to the advanced position for casting the next section of the monolith structure.
  • the shuttering segments are so constructed that an unobstructed passage way exists therethrough to enable the material excavated to be transported outwards and the segments for the supporting rings to be carried inwards for erection
  • Figure 1 is a longitudinal section of a tunnel constructed in accordance with this invention.
  • Figure 2 is a transverse vertical section of the same.
  • the structure is started by the erection of two rings a of tongued and/or grooved segments a certain distance apart, say six feet; when these are in position a tubular shuttering b of a collapsible character is erected so that its ends are supported in the two rings a installed and then concrete c is disposed behind the shuttering b through suitable passages so as to form a concrete monolith in situ between the two rings a initially placed in position and having an internal periphery which coincides with that of the rings.
  • another ring a can be placed in an advanced position so that when the concrete is set the shuttering b can be collapsed by removing the bolts e and one or two shutter boards f and slidingly removed to the advanced position for casting the next monolith where it can be expanded again with the boards f and bolts e reinstated.
  • reinforcing members d can be disposed behind the shuttering b which will be surrounded by the concrete c when such is filled in at the back of the shuttering b.
  • An improved method of lining tunnels, shafts and the like with cementitious material consisting of building in the excavation two rings of tongue and groove jointed segments a given distance apart from one another, said rings having keying means at each end surface, inserting in said rings a collapsed open centered shuttering element of a length to span the space between the rings, expanding the shuttering element to be supported by said rings, casting concrete in the space behind the shuttering and between the tongued and grooved ring ends, building another ring in an advance position in the excavation, collapsing and removing forwardly the shuttering to said advanced position, and expanding said shuttering into the rings supporting it ready for the next casting operation.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)

Description

M. MCALPINE Nov. 6, 1934.
METHOD OF LINING TUNNELS, SHAFTS, OR THE LIKE Filed Oct. 14, 1932 Patented Nov. 6, 1934 Y UNITED STATES PATENT OFFICE Malcolm McAlpine, London, England Application October 14,
1932, Serial No. 637,713
In Great Britain November 19, 1931 1 Claim.
This invention relates to the improved method of lining tunnels, shafts or the like.
The object of the invention is the construction of a tunnel of relatively less cost with greater facility and celerity than has been obtained in the past owing to the large amount of mass concrete used.
This invention consists in the method of building and reinforcing the walls of tunnels, shafts and the like in which two complete rings in segments in concrete or the like having tongued and/or grooved sides and ends are built in the excavation of the tunnel or shaft a given distance apart from one another, supporting in said rings movable tubular shuttering formed of removable segments adapted to be collapsed to a smaller peripheral dimension than the tunnel diameter and casting between said rings a concrete monolith structure to coincide with the internal periphery of the rings which keys into the tongues and/or grooves in the sides of the two rings at the ends of the monolith, and while the concrete of the monolith structure is setting building another segmental ring at a given distance in advance to support the forward end of the shuttering when said shuttering is slidingly removed to the advanced position for casting the next section of the monolith structure. The shuttering segments are so constructed that an unobstructed passage way exists therethrough to enable the material excavated to be transported outwards and the segments for the supporting rings to be carried inwards for erection.
In order that the invention may be the better understood I will now proceed to describe the same in relation to the accompanying drawing, reference being had to the letters and figures marked thereon. Like letters refer to like parts in the various iigures in Which:-
Figure 1 is a longitudinal section of a tunnel constructed in accordance with this invention, and
Figure 2 is a transverse vertical section of the same.
(Cl. (i1-45) In accordance with this invention the structure is started by the erection of two rings a of tongued and/or grooved segments a certain distance apart, say six feet; when these are in position a tubular shuttering b of a collapsible character is erected so that its ends are supported in the two rings a installed and then concrete c is disposed behind the shuttering b through suitable passages so as to form a concrete monolith in situ between the two rings a initially placed in position and having an internal periphery which coincides with that of the rings. While the concrete is setting, another ring a can be placed in an advanced position so that when the concrete is set the shuttering b can be collapsed by removing the bolts e and one or two shutter boards f and slidingly removed to the advanced position for casting the next monolith where it can be expanded again with the boards f and bolts e reinstated. It is obvious that reinforcing members d can be disposed behind the shuttering b which will be surrounded by the concrete c when such is filled in at the back of the shuttering b.
I claim:-
An improved method of lining tunnels, shafts and the like with cementitious material consisting of building in the excavation two rings of tongue and groove jointed segments a given distance apart from one another, said rings having keying means at each end surface, inserting in said rings a collapsed open centered shuttering element of a length to span the space between the rings, expanding the shuttering element to be supported by said rings, casting concrete in the space behind the shuttering and between the tongued and grooved ring ends, building another ring in an advance position in the excavation, collapsing and removing forwardly the shuttering to said advanced position, and expanding said shuttering into the rings supporting it ready for the next casting operation.
MALCOLM MCALPINE.
US637713A 1931-11-19 1932-10-14 Method of lining tunnels, shafts, or the like Expired - Lifetime US1979896A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2841297A (en) * 1954-09-13 1958-07-01 American Marietta Co Method of and apparatus for constructing tunnels
DE1197915B (en) * 1962-05-04 1965-08-05 Holzmann Philipp Ag Process and prefabricated segment for the production of the lining of tunnels, tunnels or similar structures to be driven in shield construction
US3415063A (en) * 1964-08-12 1968-12-10 Ishikawajima Harima Heavy Ind Shield segment for covering the inner wall of the tunnel made of composite shell units
US3871183A (en) * 1972-08-15 1975-03-18 Charcon Tunnels Ltd Arcuate tunnel lining segments

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2841297A (en) * 1954-09-13 1958-07-01 American Marietta Co Method of and apparatus for constructing tunnels
DE1197915B (en) * 1962-05-04 1965-08-05 Holzmann Philipp Ag Process and prefabricated segment for the production of the lining of tunnels, tunnels or similar structures to be driven in shield construction
US3415063A (en) * 1964-08-12 1968-12-10 Ishikawajima Harima Heavy Ind Shield segment for covering the inner wall of the tunnel made of composite shell units
US3871183A (en) * 1972-08-15 1975-03-18 Charcon Tunnels Ltd Arcuate tunnel lining segments

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