US3749352A - Device for erection of pressed monolithic lining in underworkings - Google Patents

Device for erection of pressed monolithic lining in underworkings Download PDF

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Publication number
US3749352A
US3749352A US00106015A US3749352DA US3749352A US 3749352 A US3749352 A US 3749352A US 00106015 A US00106015 A US 00106015A US 3749352D A US3749352D A US 3749352DA US 3749352 A US3749352 A US 3749352A
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US
United States
Prior art keywords
pressing member
erection
underworkings
parts
lining
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
US00106015A
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English (en)
Inventor
V Khodosh
A Mozhaev
E Vasilenko
S Salov
V Ivanov
I Melnikov
F Rusanov
B Pachulia
I Fishman
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Individual
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Individual
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Filing date
Publication date
Priority claimed from SU1396644A external-priority patent/SU313447A1/ru
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of US3749352A publication Critical patent/US3749352A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/102—Removable shuttering; Bearing or supporting devices therefor

Definitions

  • the present invention relates to underground building and, more particularly, to collapsible devices for the erection of pressed monolithic linings in underworkings.
  • the devices used for the erection of a pressed monolithic lining provide for pressing the lining material in a direction along the axis of the underworking.
  • These devices consist of a structure including a support ring wedged in the walls of the underworking, a ring-shaped pressing member, and hydraulic jacks transmitting a pressure force to the pressing member.
  • a support ring wedged in the walls of the underworking a ring-shaped pressing member
  • hydraulic jacks transmitting a pressure force to the pressing member.
  • Such a device operates in a combination with a falsework.
  • the lining material is fed between the falsework and the wall of the underworking and is pressed by the end face of the pressing member, thus compacting this material between the falsework and the walls of the underworking.
  • An object of the present invention is to eliminate the disadvantages of the known devices for the erection of pressed monolithic linings in underworkings.
  • FIG. 1 is a vertical longitudinal sectional view of the device for the erection of pressed monolithic lining in underworkings according to the present invention
  • FIG.2 is a cross-section view of the same device taken along the line II-II in F161, wherein the pressing member is shown in a retracted position in dot-dash lines and in the expanded position in solid lines;
  • FIG.3 is a view similar to that shown in FIG.2, wherein the pressing member is shown in a position preceding the beginning of pressing the lining;
  • FIGS is a view of the same device in which the pressing member has a horseshoe shape.
  • the device includes a self-propelled transport carriage 1 (FIGS. 1 and 5) moving along a track 2 inside a tunnel.
  • a hydraulic thrust mechanism 3 (FIGS. 1-5) consisting of a system of hydraulic jacks 4, 4a acting in a radial direction and a pressing member.
  • the pressing member may be ringshaped (FIGS. 1-4) as shown at 5 or horseshoe shaped (FIG.5) as shown at 6 depending on the configuration of the underworking and the lining.
  • the ring-shaped member 5 is used for erection of the linings in annular underworkings, while the horseshoeshaped pressing member 6 is used for operation in underworkings having a corresponding shape when the bottom of the underworking is concreted separately from its walls and arch.
  • the pressing member 5, 6 along its perimeter is composed of four parts 7 (FIGS. 2-5) linked through hinge joints 8.
  • end portions 9 of the parts 7 are capable of rotating.
  • the end portions 9 constitute toggle mechanisms. More specifically, each end portion includes a first link 9a pivotally connected at 9b to one part 7 and a second link 9c pivotally connected at 9d to another part 7.
  • the free ends of the links and 9c are pivotally interconnected as shown at 9c.
  • the hydraulic jacks 4a are operably connected to the pivotal connections 9e. This allows the overall dimensions of the memb r 5, 6 to be changed.
  • the present device is equipped ith a sealing member 10 closing at one end a gap 11 (FIGS. 1-5) between the walls of the underworking and the pressing member.
  • the sealing member 10 may be mounted on the same carriage l or spaced therefrom, in which case the member 10 moves independently as fast as the lining is being erected.
  • the concrete mixture is fed into the gap 11 between the walls of the underworking and the circular surface of the member 5, 6.
  • the hydraulic jacks are moved in a radial direction, thus installing the pressing member 5, 6 into a position shown in FIG.3, which position is selected so that further movement of the jacks in the radial directions to the position shown in FIG.4 and corresponding to a predetermined outline of the lining results in compacting the concrete mixture for 10-15 percent of its initial volume.
  • the concrete mixture is pressed by the circular surface of the pressing member 5, 6 in a radial direction,
  • the device As fast as the lining is being pressed, the device is being moved on the carriage 1 along the underworking.
  • each member 5 should be detachably connected to the hydraulic jacks 4, 4a.
  • the pressing member is disconnected from the hydraulic jacks 4, 4a, and the carriage l is moved back relative to the direction of erection of the lining to the place of location of the last of the pressing members 5.
  • the hinge joints 8 of the last pressing member 5 are connected to the hydraulic jacks 4.
  • the member 5 By pulling-in the rods of the hydraulic jacks 4, 4a, the member 5 is arranged in a transport position and the carriage l is again moved forwardly, thus returning to the next pressing place, and thereafter, all operations for pressing the lining are effected as described above.
  • a collapsible device for the erection of pressed monolithic linings of underworkings comprising in combination: a pressing member, said pressing member being defined by separate parts along the perimeter thereof, hinge joints through which said parts of said pressing member are connected to each other, a first drive means connected to each hinge joint and acting in radial directions, at least two of said parts having end portions, each end portion including two links, one link being pivoted at one end to one of said two parts, the other link being pivoted at one end to the other of said two parts, and a pivotal connection between the other ends of said two links, and a further drive means connected to each pivotal connection and acting in radial directions to increase the separating force.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
US00106015A 1970-01-19 1971-01-13 Device for erection of pressed monolithic lining in underworkings Expired - Lifetime US3749352A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU1396644A SU313447A1 (ru) 1970-01-19 УСТРОЙСТВО дл ВОЗВЕДЕНИЯ МОНОЛИТНО- ПРЕССОВАННОЙ ОБДЕЛКИ ПОДЗЕМНЫХ СООРУЖЕНИЙ

Publications (1)

Publication Number Publication Date
US3749352A true US3749352A (en) 1973-07-31

Family

ID=20449455

Family Applications (1)

Application Number Title Priority Date Filing Date
US00106015A Expired - Lifetime US3749352A (en) 1970-01-19 1971-01-13 Device for erection of pressed monolithic lining in underworkings

Country Status (9)

Country Link
US (1) US3749352A (xx)
AT (1) AT306666B (xx)
BE (1) BE761715A (xx)
CA (1) CA953937A (xx)
CH (1) CH519095A (xx)
DE (1) DE2101854B2 (xx)
ES (1) ES387360A1 (xx)
FR (1) FR2075730A5 (xx)
GB (1) GB1313481A (xx)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3989439A (en) * 1973-11-23 1976-11-02 Inteco Establishment Device for forming tube sockets
US4055321A (en) * 1976-12-06 1977-10-25 Symons Corporation Inside concrete corewall form with particular three-way hinge assemblies therefor
US4365781A (en) * 1981-04-02 1982-12-28 Lagoven, S.A. Method and apparatus for casting tubular bodies
US5290006A (en) * 1989-09-01 1994-03-01 Clifford Gouker Expanding form for pouring mixed cement to reposition manhole castings

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2644840C2 (de) * 1976-10-05 1983-09-29 Ruhrkohle Ag, 4300 Essen Verfahren zur Herstellung bzw. Aufrechterhaltung einer kraftübertragenden und zugleich vergleichsmäßigen Verbindung zwischen Vortriebsmaschine und Gebirge
SU812929A1 (ru) * 1978-01-06 1981-03-15 Специальное Конструкторско-Технологическоебюро "Главтоннельметростроя" Опалубка передвижна
DE2802575C2 (de) * 1978-01-21 1986-07-17 Gewerkschaft Eisenhütte Westfalia, 4670 Lünen Einrichtung zum Umsetzen von aus Schalungssegmenten bestehenden Schalungsringen beim Vortrieb von Tunneln, Stollen, Untertagestrecken u.dgl.
BG34701A1 (en) * 1979-05-17 1983-11-15 Sp Kt Bjuro Glavtonnelmetrostr Movable shuttering
GB2101262A (en) * 1981-03-18 1983-01-12 Lembit Maimets Pipe sealing apparatus and jack
DE3446804A1 (de) * 1983-12-23 1985-07-18 Karl Dipl.-Ing. 7000 Stuttgart Schlecht Verfahren und vorrichtung zum konsolidieren von tunnelwaenden
FR2574111B1 (fr) * 1984-12-04 1988-01-15 Socea Balency Procede de chemisage d'une galerie souterraine, telle qu'un aqueduc et cuvelage destine a la mise en oeuvre de ce procede
FR2582718B1 (fr) * 1985-05-28 1987-08-28 Francois Entreprises Cie Paroi de coffrage et de blindage
DD279796A3 (de) * 1987-04-24 1990-06-20 Wasserversorgung Abwasse Festkoerpersegmentinnenschalung zur sanierung unterirdischer kanalisationen
FR2727465A1 (fr) * 1994-11-24 1996-05-31 Mazurat Jean Claude Procede pour la realisation d'une paroi ou d'un revetement de paroi en beton, et appareillage pour la mise-en-oeuvre de ce procede

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1279561A (en) * 1916-05-09 1918-09-24 Blaw Steel Construction Company Tunnel and sewer mold-form.
US1460165A (en) * 1920-04-13 1923-06-26 Blawknox Company Form for tunnels and culverts
US1530283A (en) * 1924-09-06 1925-03-17 Nelson Elmer Collapsible core
US1734773A (en) * 1928-03-05 1929-11-05 Scott E Murray Collapsible steel form
US1983117A (en) * 1931-01-29 1934-12-04 Bishop Edward Henry Mold for casting of pipes of cementitious material
US2114785A (en) * 1934-08-14 1938-04-19 Porter William Alfred Extensible and collapsible mandrel
US2870518A (en) * 1954-08-19 1959-01-27 Bossner Josef Mobile form for the concrete moulding of barrel vaults, tunnels, galleries, or shafts
US3383824A (en) * 1964-12-15 1968-05-21 Didier Werke Ag Device for installing or replacing the lining of rotary kilns

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1279561A (en) * 1916-05-09 1918-09-24 Blaw Steel Construction Company Tunnel and sewer mold-form.
US1460165A (en) * 1920-04-13 1923-06-26 Blawknox Company Form for tunnels and culverts
US1530283A (en) * 1924-09-06 1925-03-17 Nelson Elmer Collapsible core
US1734773A (en) * 1928-03-05 1929-11-05 Scott E Murray Collapsible steel form
US1983117A (en) * 1931-01-29 1934-12-04 Bishop Edward Henry Mold for casting of pipes of cementitious material
US2114785A (en) * 1934-08-14 1938-04-19 Porter William Alfred Extensible and collapsible mandrel
US2870518A (en) * 1954-08-19 1959-01-27 Bossner Josef Mobile form for the concrete moulding of barrel vaults, tunnels, galleries, or shafts
US3383824A (en) * 1964-12-15 1968-05-21 Didier Werke Ag Device for installing or replacing the lining of rotary kilns

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3989439A (en) * 1973-11-23 1976-11-02 Inteco Establishment Device for forming tube sockets
US4055321A (en) * 1976-12-06 1977-10-25 Symons Corporation Inside concrete corewall form with particular three-way hinge assemblies therefor
US4365781A (en) * 1981-04-02 1982-12-28 Lagoven, S.A. Method and apparatus for casting tubular bodies
US5290006A (en) * 1989-09-01 1994-03-01 Clifford Gouker Expanding form for pouring mixed cement to reposition manhole castings

Also Published As

Publication number Publication date
AT306666B (de) 1973-04-25
GB1313481A (en) 1973-04-11
FR2075730A5 (xx) 1971-10-08
CH519095A (de) 1972-02-15
CA953937A (en) 1974-09-03
BE761715A (fr) 1971-07-19
ES387360A1 (es) 1973-05-01
DE2101854A1 (de) 1971-07-29
DE2101854B2 (de) 1973-02-08

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