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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United States
Prior art keywords
pressing member
erection
underworkings
parts
lining
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US00106015A
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V Khodosh
A Mozhaev
E Vasilenko
S Salov
V Ivanov
I Melnikov
F Rusanov
B Pachulia
I Fishman
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Priority claimed from SU1396644A external-priority patent/SU313447A1/en
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    • 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)

Abstract

A collapsible device for the erection of a pressed monolithic lining in underworkings wherein a pressing member, along its perimeter, is made of separate parts linked through hinge joints connected to drives acting in radial directions, and in which case the end portions of the parts adjoining the hinge-joints connected to the drives are adapted for rotation or function as toggle mechanisms. This makes it possible to develop an adequate pressure force in the radial directions.

Description

United States Patent 1 Khodosh et al.
[ July 31, 1973 DEVICE FOR ERECTION OF PRESSED MONOLITHIC LINING 1N UNDERWORKINGS [76] inventors: Vladimir Alexandrovich Khodosh,
' ulitsa Burdenko, 16/12, kv. 16;
Sergei Fedorovich Salov, ulitsa Akademika Koroleva, 9, korpus 2, kv. 284; Valentin Alexandrovich lvanov, ulitsa Konstantinova, 4, kv. 25; Arkady Ivanovich Mozhaev, Khavsko-Shabolovsky pereulok, i1, kv. 446; Evstalya Andreevich Vasilenlto, Rizhsky proezd, 1/5, kv. 50, all of Moscow; Budu Pavlovieh Pachulia, ulitsa Paulova, 8-a, kv. 4, Ibilisi; losii David-Yankelevich Fishman, ulitsa Mashinostroitelnaya,
13, kv. 20, Yasinovataya Donetskoi oblasti; Ivan Iosilovich Melnikov, ulitsa Mashinostroitelnaya, l5, kv. 20, Yasinovataya Donetskoi oblasti; Faust lvanovieh Rusanov, ulitsa 8 Marta, 7, Yasinovataya Donetskoi oblasti, all of U-.S.S.R.
[22] Filed: Jan. 13, 1971 [21] Appl. No.: 106,015
[30] Foreign Application Priority Data Jan. 19, 1970 U.S.S.R 1,396,644
[52] US. Cl. 249/180, 249/178 [51] Int. Cl 1328b 7/30 [58] Field 01 Search 25/32, 131.6, 131.5 D; 249/180-182, 178
[56] References Cited UNITED STATES PATENTS 2,870,518 [/1959 Bossner 25/1316 1,460,165 6/1923 McArthur 249/ 181 1,279,561 9/1918 Loxterman 25/131.6 2,114,785 4/1938 Porter 25/l3l.6 X 3,383,824 5/1968 Linnemann. 25/131.6 X 1,530,283 3/1925 Ne1son..... 249/180 1,983,117 12/1934 Bishop 249/178 1,734,773 11/1929 Murray 249/181 Primary Examiner.1. Spencer Overholser Assistant Examiner--B. D. Tobor Attorney-l-1olman & Stern s71 ABSTRACT A collapsible device for the erection of a pressed monolithic lining in underworkings wherein a pressing member, along its perimeter, is made of separate parts linked through hinge joints connected to drives acting in radial directions, and in which case the end portions of the parts adjoining the hinge-joints connected to the drives are adapted for rotation or function as toggle mechanisms. This makes it possible to develop an adequate pressure force in the radial directions.
1 Claim, 5 Drawing Figures DEVICE FOR ERECTION OF PRESSED MONOLITHIC LINING IN UNDERWORKINGS BACKGROUND OF THE INVENTION The present invention relates to underground building and, more particularly, to collapsible devices for the erection of pressed monolithic linings in underworkings.
PRIOR TECHNIQUES At the present time, 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. 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.
These devices are disadvantageous in that they can not be used for the erection of linings of the underworkings made by a drill-explosion method which does not provide for a definite and constant gap between the outer shape of the pressing member and the walls of the underworking.
Furthermore, the longitudinal pressing of the linings is associated with difficulties in reinforcing such linings, because a considerable displacement of the reinforcement occurs in the process of pressing the lining.
Attempts have been made to provide devices for pressingthe linings in a radial direction. However, as far as we know, up to the present time there is no efficient device providing for a radial pressure on a material being pressed which is adequate for making a lining of a required quality.
An object of the present invention is to eliminate the disadvantages of the known devices for the erection of pressed monolithic linings in underworkings.
The main object of the invention is to provide such a pressing member which, when used in conjunction with drives, makes it possible to obtain a required pressure applied in a radial direction onto the material being pressed.
' SUMMARY OF THE INVENTION This object is accomplished by providing a device for the erection of pressed monolithic lining of an underworking including a pressing member and drives developing a pressing force, in which, according to the invention, the pressing member, along the perimeter is made of separate parts interconnected through hinge joints and connected to drives acting in radial directions, and in which case, the end portions of at least two interconnected parts are adapted to rotate or function as toggle mechanisms so as to increase the separating force.
The invention will be better understood from the following detailed description of a particular embodiment thereof, reference being made to the accompanying drawings.
BRIEF DESCRIPTION OF THE DRAWINGS 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;
FIGA is a view similar to FIG. 3, the pressing member being shown in a position after completing the pressing operation; and
FIGS is a view of the same device in which the pressing member has a horseshoe shape.
DETAILED DESCRIPTION OF THE INVENTION The device includes a self-propelled transport carriage 1 (FIGS. 1 and 5) moving along a track 2 inside a tunnel.
Mounted on the carriage l is 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. In this case, 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.
Before supplying the concrete mixture, 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,
with the pressure force appearing due to an increase in the dimensions of the pressing member 5, 6 when the end portions 9 are turned to the outside by the hydraulic jacks 4, 4a of the thrust mechanism 3, while at the end face the gap between the walls of the underworking and the pressing member is closed by the sealing member 10.
As fast as the lining is being pressed, the device is being moved on the carriage 1 along the underworking.
In order to accelerate the process of pressing the lining, it is expedient to use several pressing members 5 (F161) disposed successively along the length of the underworking. In this case, each member 5 should be detachably connected to the hydraulic jacks 4, 4a.
After completing the pressing, 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. 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.
We claim: r
1.' 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.
* i II i

Claims (1)

1. 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.
US00106015A 1970-01-19 1971-01-13 Device for erection of pressed monolithic lining in underworkings Expired - Lifetime US3749352A (en)

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SU1396644A SU313447A1 (en) 1970-01-19 DEVICE FOR CONSTRUCTION OF MONOLITHICALLY-PRESSED ENCLOSURE OF UNDERGROUND STRUCTURES

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AT (1) AT306666B (en)
BE (1) BE761715A (en)
CA (1) CA953937A (en)
CH (1) CH519095A (en)
DE (1) DE2101854B2 (en)
ES (1) ES387360A1 (en)
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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 (en) * 1976-10-05 1983-09-29 Ruhrkohle Ag, 4300 Essen Process for the production or maintenance of a force-transmitting and at the same time comparative connection between the tunneling machine and the rock
SU812929A1 (en) * 1978-01-06 1981-03-15 Специальное Конструкторско-Технологическоебюро "Главтоннельметростроя" Movable form
DE2802575C2 (en) * 1978-01-21 1986-07-17 Gewerkschaft Eisenhütte Westfalia, 4670 Lünen Device for converting formwork rings consisting of formwork segments when driving tunnels, tunnels, underground stretches and the like.
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 (en) * 1983-12-23 1985-07-18 Karl Dipl.-Ing. 7000 Stuttgart Schlecht Method and apparatus for consolidating tunnel walls
FR2574111B1 (en) * 1984-12-04 1988-01-15 Socea Balency PROCESS FOR THE COVERING OF AN UNDERGROUND GALLERY, SUCH AS AN AQUEDUCT AND TANK FOR THE IMPLEMENTATION OF THIS PROCESS
FR2582718B1 (en) * 1985-05-28 1987-08-28 Francois Entreprises Cie FORMWORK AND SHIELDING WALL
DD279796A3 (en) * 1987-04-24 1990-06-20 Wasserversorgung Abwasse SOLID BODY INSULATION FOR THE REHABILITATION OF UNDERGROUND CHANNELS
FR2727465A1 (en) * 1994-11-24 1996-05-31 Mazurat Jean Claude PROCEDURE FOR MAKING A WALL OR A CONCRETE WALL COATING, AND APPARATUS FOR IMPLEMENTING THIS PROCESS

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

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

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