ES423841A1 - Method of and apparatus for forcing apart the overlapping ends of the final sections at the top of each member of a support system during the construction of an underground roadway or tunnel - Google Patents

Method of and apparatus for forcing apart the overlapping ends of the final sections at the top of each member of a support system during the construction of an underground roadway or tunnel

Info

Publication number
ES423841A1
ES423841A1 ES423841A ES423841A ES423841A1 ES 423841 A1 ES423841 A1 ES 423841A1 ES 423841 A ES423841 A ES 423841A ES 423841 A ES423841 A ES 423841A ES 423841 A1 ES423841 A1 ES 423841A1
Authority
ES
Spain
Prior art keywords
segments
tunnel
construction
support system
front side
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
Application number
ES423841A
Other languages
Spanish (es)
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.)
Bochumer Eisenhuette Heintzmann GmbH and Co KG
Original Assignee
Bochumer Eisenhuette Heintzmann GmbH and Co KG
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 by Bochumer Eisenhuette Heintzmann GmbH and Co KG filed Critical Bochumer Eisenhuette Heintzmann GmbH and Co KG
Publication of ES423841A1 publication Critical patent/ES423841A1/en
Expired legal-status Critical Current

Links

Classifications

    • 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
    • E21D11/14Lining predominantly with metal
    • E21D11/18Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
    • E21D11/186Pre-stressing or dismantling devices therefor
    • 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
    • E21D11/40Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries
    • E21D11/403Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries combined with the head machine

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Load-Engaging Elements For Cranes (AREA)
  • Clamps And Clips (AREA)

Abstract

Procedure to open the segments that in each case have to be joined as last, especially on the roof, and that have to lean on each other on the front side, in a preferably annular shoring of mine galleries or tunnels, made of profiles made of steel that have flanges, in galleries made by gallery advance machines, for example milled, in the area of the front sector of the machine, characterized by the use of a clamping group that can be hydraulically driven and that is made up of a lift cylinder and a piston displaceable in the longitudinal direction as well as two claw bodies, said clamping group being hooked, after the insertion of the segments of a bow or shoring ring per se known, with eyelet heads provided in their two ends, between the two claw bodies made in the form of a body of bank (cats) and previously held by releasably pressing on the tabs of the s segments, and said group being extended until the extreme sections of the two covered segments, initially juxtaposed, mutually support each other with their front side as a result of the transverse displacement. (Machine-translation by Google Translate, not legally binding)
ES423841A 1973-05-25 1974-03-02 Method of and apparatus for forcing apart the overlapping ends of the final sections at the top of each member of a support system during the construction of an underground roadway or tunnel Expired ES423841A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19732326686 DE2326686C2 (en) 1973-05-25 1973-05-25 Setting and tensioning unit for the construction of pit sections or tunnels made of steel profile segments with an L-shaped cross-section

Publications (1)

Publication Number Publication Date
ES423841A1 true ES423841A1 (en) 1976-05-16

Family

ID=5882134

Family Applications (1)

Application Number Title Priority Date Filing Date
ES423841A Expired ES423841A1 (en) 1973-05-25 1974-03-02 Method of and apparatus for forcing apart the overlapping ends of the final sections at the top of each member of a support system during the construction of an underground roadway or tunnel

Country Status (4)

Country Link
DE (1) DE2326686C2 (en)
ES (1) ES423841A1 (en)
FR (1) FR2230854B1 (en)
GB (1) GB1449566A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2620205C3 (en) * 1976-05-07 1978-09-28 Bochumer Eisenhuette Heintzmann Gmbh & Co, 4630 Bochum Method and device for the introduction of a ring-shaped road support as well as bolting brackets for carrying out the method
GB1597804A (en) * 1977-05-17 1981-09-09 Magyar Szenbanyaszati Troeszt Process and apparatus for supporting underground cavities
FR3075859B1 (en) * 2017-12-22 2020-07-17 Soletanche Freyssinet STRENGTHENING METHOD AND SYSTEM FOR IMPLEMENTING SAME
CN108643942B (en) * 2018-07-16 2023-11-10 西安科技大学 Temporary inverted arch with adjustable hydraulic pressure
CN109538252B (en) * 2018-11-20 2023-10-27 四川蓝海智能装备制造有限公司 Multifunctional arch frame trolley and erection method of multiple arch frames

Also Published As

Publication number Publication date
GB1449566A (en) 1976-09-15
DE2326686C2 (en) 1975-05-28
DE2326686B1 (en) 1974-10-17
FR2230854A1 (en) 1974-12-20
FR2230854B1 (en) 1982-08-20

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