US3550389A - Device for erecting monolithic concrete lining of underground excavations - Google Patents

Device for erecting monolithic concrete lining of underground excavations Download PDF

Info

Publication number
US3550389A
US3550389A US706065A US3550389DA US3550389A US 3550389 A US3550389 A US 3550389A US 706065 A US706065 A US 706065A US 3550389D A US3550389D A US 3550389DA US 3550389 A US3550389 A US 3550389A
Authority
US
United States
Prior art keywords
ring
excavation
pressing
wedge
jacks
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
US706065A
Other languages
English (en)
Inventor
Vladimir Alexandrovich Khodosh
Sergei Fedorovich Salov
Valentin Alexandrovich Ivanov
Evstafy Andreevich Vasilenko
Budu Pavlovich Pachulia
Abesalom Iosifovich Kurashvili
Evgeny Moiseevich Bolotin
Leonid Konstantinovi Khaidurov
Irakly Shalvovich Machavariani
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from SU1134238A external-priority patent/SU256810A1/ru
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of US3550389A publication Critical patent/US3550389A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • E21D9/0607—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield being provided with devices for lining the tunnel, e.g. shuttering

Definitions

  • the present invention relates to the erecting of monolithic concrete linings of underground excavations in stable soils, and more particularly to devices for erecting such linings.
  • the main object of the invention is to provide a separate device which makes it possible to erect a monolithic pressed concrete lining of underground excavations independently of the shield.
  • the device having a ring for pressing concrete mix, another ring provided with thrust arrangements for fastening the latter in the walls of an rice excavation, and used as a support for jacks.
  • the ring used as a support for jacks whose force is utilized for pressing concrete mix, is split and wherein every split houses a wedge thrust arrangement for pushing the ring apart until it rests against the walls of an excavation.
  • the rings are interconnected by additional jacks displacing, when thrusting against the pressing ring, the support ring and pulling the pressing ring towards the support ring after the latter has been fastened in the excavation walls.
  • FIG. l shows a longitudinal section view of a device for erecting monolithic concrete lining of a tunnel, built in accordance with the present invention.
  • FIG, 2 is a section on the line II--II of FIG. 1.
  • the device comprises a ring 1 (FIGS. 1 and 2) fastened in the walls of an excavation by means of wedge thrust arrangements 2; a ring 3 (FIG. 1) by which concrete mix is pressed (hereinafter referred to as a pressing ring) and hydraulic jacks 4 whose force is used for pressing against ring 3 and thereby compressing the concrete mix.
  • the hydraulic jacks 4 are mounted in the ring 1 used as a support thereof and for simplicity ring 1 will hereinafter be referred to as a support ring, said ring being split to provide radial gaps or separations.
  • the wedge thrust arrangements 2 are disposed in each split of the support ring 1 and urge the latter apart until it rests against the walls the walls of excavation.
  • the support ring 1 and the pressing ring 3 are interconnected by means of additional jacks 7 by means of which said rings are free to be moved forward as the lining is being erected.
  • the support ring 1 and the pressing ring 3 may be of any shape depending on the cross-section of the underground excavation.
  • a monolithic concrete lining is erected by means of the device in the following sequence of operations:
  • the support ring 1 (FIGS. l and 2) is fastened in the walls of an excavation by means of the wedge thrust arrangements 2 (FIG. 2) pushing the ring 1 apart until it rests against the walls of the excavation; concrete mix 10 used as the lining material is supplied through an opening 9 in the pressing ring 3 into the space behind a form 8 (FIG. 1) the hydraulic jacks 4 are actuated so that their rods 5 rest via the thrust rollers 6 against the pressing ring 3, as a result of which the concrete mix 10 is compressed.
  • the additional jacks 7 are then actuated, which, by resting against the pressing ring 3, cause the support ring 1 to move forward.
  • the wedge arrangement comprises a wedge-shape member 12 inserted in side wedges 11 and pivotably connected to the center of a lever 14 in turn pivotably connected at its ends at 15 to the side wedges 11 at opposite sides of a gap.
  • One side wedge is secured to ring 1 the other pivotably connected at 16 thereto.
  • the wedge-shape member 12 can be displaced deeper into the gap or withdrawn therefrom to expand or contract ring 1 and therefore tightly engage the ring in the excavation or loosen the same therein.
  • wedge-shape members 12 to expand or contract ring 1 The movement of wedge-shape members 12 to expand or contract ring 1 is effected in any conventional manner, and in the embodiment shown, the wedge-shape member 12 is displaceable on a stem 13 fitted therein, by introducing a pressure uid within the member 12 and acting thereon and the stem.
  • the wedge arrangement comprises a wedge-shape member 20 which is pivotably connected to the center of a lever 21 in turn pivotably connected at its ends to the ring 1 at opposite sides of a split.
  • the wedge-shape member 20 can be displaced deeper into the split or Withdrawn therefrom to expand or contract ring 1 and therefore tightly engage the ring in the excavation or loosen the same therein.
  • wedge-shape members 20 to expand or contract ring 1 The movement of wedge-shape members 20 to expand or contract ring 1 is effected in any conventional manner, and in the embodiment shown, the wedge-shape member 20 is displaceable on a stem 22 fitted therein, by introducing a pressure uid within the member 20 and acting thereon and the stem.
  • Tunnel construction apparatus comprising a pressing ring for compressing concrete admitted therebehind in an excavation, a second ring disposed ahead of the first said ring, said second ring being expandable and contractable, means for expanding the second ring so that the ring tightly engages the walls of said excavation, and jacks coupling the first and second rings to exert force on the first ring to compress the concrete when the second ring is tightly engaged in the excavation, the second ring then serving as a countersupport for said jacks, said means also being operable to contract the second ring for disengaging the Walls of the excavation to permit advance of the second ring within the excavation, said second ring being split to provide at least one radial gap therein which opens and closes when the ring is respectively expanded and contracted, said means comprising a wedge arrangement supported in each said gap for relative displacement therein to expand and contract said second ring.
  • Apparatus as claimed in claim 1 comprising additional jacks connected to said rings to displace the rst ring towards the second ring with the latter tightly engaged in said excavation.

Landscapes

  • 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)
  • Excavating Of Shafts Or Tunnels (AREA)
US706065A 1967-02-20 1968-02-16 Device for erecting monolithic concrete lining of underground excavations Expired - Lifetime US3550389A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU1134238A SU256810A1 (ru) 1967-02-20 Агрегат для возведения монолитно-прессованной обделки в подземной выработке

Publications (1)

Publication Number Publication Date
US3550389A true US3550389A (en) 1970-12-29

Family

ID=20440214

Family Applications (1)

Application Number Title Priority Date Filing Date
US706065A Expired - Lifetime US3550389A (en) 1967-02-20 1968-02-16 Device for erecting monolithic concrete lining of underground excavations

Country Status (6)

Country Link
US (1) US3550389A (US20100170793A1-20100708-C00006.png)
AT (1) AT287052B (US20100170793A1-20100708-C00006.png)
BE (1) BE710805A (US20100170793A1-20100708-C00006.png)
ES (1) ES351155A1 (US20100170793A1-20100708-C00006.png)
FR (1) FR1559149A (US20100170793A1-20100708-C00006.png)
GB (1) GB1199112A (US20100170793A1-20100708-C00006.png)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3855801A (en) * 1971-08-11 1974-12-24 Pfeiffer H Tunnel structure
US3955373A (en) * 1972-12-08 1976-05-11 Stelmo Limited Tunnelling shields
US4010616A (en) * 1975-09-23 1977-03-08 Richard Lovat Rib expander
GB2167796A (en) * 1984-12-01 1986-06-04 Tunneline Limited Temporary formwork for tunnel or sewer lining
US4674914A (en) * 1984-01-19 1987-06-23 British Gas Corporation Replacing mains
US20120279080A1 (en) * 2011-05-03 2012-11-08 Kadant Johnson Inc. Turbulence Bar Assembly
CN108691550A (zh) * 2018-06-29 2018-10-23 中铁工程装备集团有限公司 一种由地下向上施工的竖井盾构机及其施工方法

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7614295U1 (de) * 1976-01-29 1978-03-16 (Belgien) Schildmaschine mit einer vorrichtung zur herstellung einer tunnelauskleidung in ortsbeton
DE2921907A1 (de) * 1979-05-30 1980-12-11 Gewerk Eisenhuette Westfalia Verfahren und vorrichtung zum auskleiden eines tunnels, einer unterirdischen strecke o.dgl. mit beton
DE3043312C2 (de) * 1980-11-17 1986-10-09 Heinz-Theo Dipl.-Ing. 5300 Bonn Walbröhl Gleitschalung zum Einbringen einer Ortbetonauskleidung sowie Verfahren zum Einbringen von Ortbeton im Stollen- und Tunnelbau
GB8724262D0 (en) * 1987-10-15 1987-11-18 Caledonian Mining Co Ltd Lining bore holes
GB2480501A (en) * 2010-05-21 2011-11-23 Tube Lines Ltd A tunnel support apparatus

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3855801A (en) * 1971-08-11 1974-12-24 Pfeiffer H Tunnel structure
US3955373A (en) * 1972-12-08 1976-05-11 Stelmo Limited Tunnelling shields
US4010616A (en) * 1975-09-23 1977-03-08 Richard Lovat Rib expander
US4674914A (en) * 1984-01-19 1987-06-23 British Gas Corporation Replacing mains
GB2167796A (en) * 1984-12-01 1986-06-04 Tunneline Limited Temporary formwork for tunnel or sewer lining
US20120279080A1 (en) * 2011-05-03 2012-11-08 Kadant Johnson Inc. Turbulence Bar Assembly
US9562324B2 (en) * 2011-05-03 2017-02-07 Gregory L. Wedel Turbulence bar assembly
CN108691550A (zh) * 2018-06-29 2018-10-23 中铁工程装备集团有限公司 一种由地下向上施工的竖井盾构机及其施工方法

Also Published As

Publication number Publication date
ES351155A1 (es) 1969-05-16
DE1583796B1 (de) 1972-12-21
FR1559149A (US20100170793A1-20100708-C00006.png) 1969-03-07
AT287052B (de) 1971-01-11
BE710805A (US20100170793A1-20100708-C00006.png) 1968-08-16
GB1199112A (en) 1970-07-15

Similar Documents

Publication Publication Date Title
US3550389A (en) Device for erecting monolithic concrete lining of underground excavations
US4118938A (en) Apparatus for and method of driving tunnels
US4120165A (en) Methods of and apparatus for driving tunnels
US3234743A (en) System of forming tunnels
US4432667A (en) Insulation of tunnel linings
US4451176A (en) Apparatus for and method of driving tunnels
EP0017313A1 (en) Method of constructing a lined tunnel, and lining segment therefor
JP7185667B2 (ja) オープンシールド工法用プレスバー
US3640076A (en) Tunnels or tunnelling
US3523426A (en) Process and apparatus for driving tunnels in rock having zones differing in stability
US2419329A (en) Means for lining tunnels
US3950956A (en) Driving of tunnels
AU547288B2 (en) A method of and apparatus for hydraulic mining
JPS61207793A (ja) 先進支保工によるトンネルの構築方法
US1979896A (en) Method of lining tunnels, shafts, or the like
US2197374A (en) Tunnel construction
SU65651A1 (ru) Щит дл проходки тоннелей
JPS586957Y2 (ja) メツセルシ−ルド工法における矢板支持装置
RU2184238C1 (ru) Устройство для возведения подземного сооружения из монолитно-прессованного бетона
SU1057659A1 (ru) Устройство дл прокладки трубопроводов из монолитного бетона без выемки грунта
RU2069757C1 (ru) Способ сооружения тоннеля
JPS6145037B2 (US20100170793A1-20100708-C00006.png)
SU1346806A1 (ru) Способ сооружени обделки тоннел из монолитного прессбетона
SU798311A1 (ru) Предохранительна крепь
JPH0525993A (ja) トンネル先受工におけるアーチシエルの構築方法