SU499823A3 - A device for the construction of the lining of underground structures - Google Patents

A device for the construction of the lining of underground structures

Info

Publication number
SU499823A3
SU499823A3 SU1789951A SU1789951A SU499823A3 SU 499823 A3 SU499823 A3 SU 499823A3 SU 1789951 A SU1789951 A SU 1789951A SU 1789951 A SU1789951 A SU 1789951A SU 499823 A3 SU499823 A3 SU 499823A3
Authority
SU
USSR - Soviet Union
Prior art keywords
formwork
rock
working medium
under pressure
pocket
Prior art date
Application number
SU1789951A
Other languages
Russian (ru)
Inventor
Патэн Пьер
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
Application filed filed Critical
Application granted granted Critical
Publication of SU499823A3 publication Critical patent/SU499823A3/en

Links

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
    • E21D9/0635—Tail sealing means, e.g. used as end shuttering
    • 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
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D19/00—Provisional protective covers for working space
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D5/00—Lining shafts; Linings therefor
    • E21D5/11—Lining shafts; Linings therefor with combinations of different materials, e.g. wood, metal, concrete
    • 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
    • E21D9/08—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield
    • E21D9/087—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
    • E21D9/0873—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines the shield being provided with devices for lining the tunnel, e.g. shuttering

Landscapes

  • 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)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Mechanical Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

дают рабочую среду под давлением, карман 6 заполн ет пространство между опалубкой 1 и породой 5 и обеспечивает поддержапие породы 5 до возведени  очередного кольца обделки из схватывающегос  материала 4, который подаетс  по трубопроводам 3, вытесн   рабочую среду из эластичного кармана 6. Чтобы избежать сцеплепи  схватывающегос  материала 4 с опалубкой 1, в полость опалубки 8, перекрытую гибкой диафрагмой 7, па врем  возведени  кольца обделки подают рабочую среду под давлением. Перед передвижением опалубки 1 давление в полости 8 уменьшают. Вместо подачи рабочей среды непосредственно в полость 8, в ней могут быть смонтированы кольцевые трубчатые элементы 9, таким же образом заполн емые рабочей средой под давлением.give the working environment under pressure; the pocket 6 fills the space between the formwork 1 and the rock 5 and provides support for the rock 5 before the next lining ring is erected from the setting material 4, which is fed through pipelines 3, displaces the working medium from the elastic pocket 6. of material 4 with formwork 1, into the formwork cavity 8, covered by a flexible diaphragm 7, the pressure medium is supplied during the time of erection of the lining ring. Before moving the formwork 1, the pressure in cavity 8 is reduced. Instead of supplying the working medium directly to the cavity 8, annular tubular elements 9 can be mounted in it, in the same way filled with working medium under pressure.

Claims (3)

1. Устройство дл  возведени  обделки подземного сооружени , включающее опалубку,1. A device for erecting a lining of an underground structure, including formwork, св занную со щитом проходческого агрегата, и трубопроводы дл  подачи схватывающегос  материала в пространство между опалубкой и породой, отличающеес  тем, что, с целью обеспечени  поддержани  породы за проходческим агрегатом до возведени  очередного кольца обделки, к опалубке на стороне , обращенной к породе, прикреплен заполн емый рабочей средой под давлением эластичный карман, причем трубопроводы дл  подачи схватывающегос  материала заведены в пространство между карманом и породой.associated with the shield of the tunnel unit, and pipelines for supplying the setting material to the space between the formwork and the rock, characterized in that, in order to maintain the rock behind the tunnel unit before the next trimming ring is erected, on the side facing the rock, a filling is attached The elastic pocket under pressure of the working medium, with the pipelines for supplying the setting material being inserted into the space between the pocket and the rock. 2.Устройство по п. 1, отличающеес  тем, что опалубка на стороне, обращенной к2. The device according to claim 1, characterized in that the formwork on the side facing карману, в пределах его длины имеет перекрытую гибкой диафрагмой полость, заполненную рабочей средой под давлением.a pocket within its length has a cavity covered by a flexible diaphragm, filled with a working medium under pressure. 3.Устройство по пп. 1 и 2, отличающеес  тем, что в перекрытой диафрагмой полости опалубки смонтированы эластичные кольцевые трубчатые элементы, заполненные рабочей средой под давлением.3. The device according to paragraphs. 1 and 2, characterized in that elastic annular tubular elements filled with working medium under pressure are mounted in the cavity of the formwork blocked by the diaphragm. 23Т В 1 5 8 9 CPLfS.23TB 1 5 8 9 CPLfS.
SU1789951A 1971-05-06 1972-04-28 A device for the construction of the lining of underground structures SU499823A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR717116398A FR2135490B1 (en) 1971-05-06 1971-05-06

Publications (1)

Publication Number Publication Date
SU499823A3 true SU499823A3 (en) 1976-01-15

Family

ID=9076551

Family Applications (1)

Application Number Title Priority Date Filing Date
SU1789951A SU499823A3 (en) 1971-05-06 1972-04-28 A device for the construction of the lining of underground structures

Country Status (9)

Country Link
JP (1) JPS5017771B1 (en)
AT (1) AT327981B (en)
CA (1) CA958234A (en)
CH (1) CH545409A (en)
FR (1) FR2135490B1 (en)
GB (1) GB1336115A (en)
IT (1) IT950843B (en)
SE (1) SE379072B (en)
SU (1) SU499823A3 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4473322A (en) * 1979-05-07 1984-09-25 Echols H Vance Method and system for lining shafts

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7614295U1 (en) * 1976-01-29 1978-03-16 (Belgien) SHIELD MACHINE WITH A DEVICE FOR PRODUCING A TUNNEL LINING IN IN-SITE CONCRETE
JPS5494873U (en) * 1977-12-17 1979-07-05
FR2422816A1 (en) * 1978-04-14 1979-11-09 Merckle Guy Mine gallery temporary support system - uses pressurised compartmented envelope and supports, with pressure medium replaced later by solid material
DE3126651C1 (en) * 1981-07-07 1983-01-27 Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen End formwork for a tunnel-driving machine
GB8317347D0 (en) * 1983-06-27 1983-07-27 Mini Tunnels Int Ltd Tunnelling and relining
EP0812978B1 (en) * 1996-06-15 2004-04-14 Volker Hentschel Shield excavating machine
CN108625864A (en) * 2018-03-22 2018-10-09 深圳市市政设计研究院有限公司 A kind of shield construction method for wearing shallow embedding waters tunnel
CN108590179A (en) * 2018-05-04 2018-09-28 北京市政建设集团有限责任公司 A kind of side wall form bracing system of launching shaft

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4473322A (en) * 1979-05-07 1984-09-25 Echols H Vance Method and system for lining shafts

Also Published As

Publication number Publication date
FR2135490B1 (en) 1973-05-11
ATA359672A (en) 1975-05-15
AT327981B (en) 1976-02-25
FR2135490A1 (en) 1972-12-22
JPS5017771B1 (en) 1975-06-24
GB1336115A (en) 1973-11-07
SE379072B (en) 1975-09-22
DE2216423A1 (en) 1972-12-14
CA958234A (en) 1974-11-26
DE2216423B2 (en) 1975-08-28
IT950843B (en) 1973-06-20
CH545409A (en) 1973-12-15

Similar Documents

Publication Publication Date Title
SU499823A3 (en) A device for the construction of the lining of underground structures
GB1074613A (en) Tunnelling machine and method for constructing a lined tunnel
CA965346A (en) Fluidic pressure fluctuation generator to stimulate underground formations
YU334573A (en) Reinforcement working shield at mining excavations
HK39876A (en) Tubular member for tunnel excavation use
US3788087A (en) Method and apparatus for use in tunnelling
CA940525A (en) Mobile, rock drill supporting rig
ZA734118B (en) Telescopic rock drill feed
ZA733570B (en) Reinforcing elements for stabilisation of rock
GB1336578A (en) Underground workings
AR207745A1 (en) AN ARCHED SEGMENT FOR THE LINING OF A TUNNEL
GB1029308A (en) Apparatus for driving a tunnel through the earth
GB1302954A (en)
BE761358A (en) LAND MINE WITH PRESSURE DETONATOR
SU375340A1 (en) SHIELD FOR PASSAGE TUNNELS
SU1218152A1 (en) Arrangement for forming workings in setting fill-up mass
GB1393859A (en) Explosives
FR2422816A1 (en) Mine gallery temporary support system - uses pressurised compartmented envelope and supports, with pressure medium replaced later by solid material
YU34598B (en) Chisel for deep-well drilling of the soil
GB1350830A (en) Process and equipment for preparing underground drifts eg tunnels channels and shafts or the like
Buro Prestressed rock anchors and shotcrete for large underground powerhouse
SU785500A1 (en) Support for subterranean mine working
FR1066245A (en) Support frame for mine galleries, underground water pipes, tunnels and similar structures
SU376559A1 (en) DEVICE FOR SUBMITTING MINING PROCESSING MACHINES
SU483487A1 (en) Underground branching