EP1505253A2 - Faisceau avec ceinture parallèle, en particulier pour la prolongation des galeries et des tunnels souterrains - Google Patents

Faisceau avec ceinture parallèle, en particulier pour la prolongation des galeries et des tunnels souterrains Download PDF

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Publication number
EP1505253A2
EP1505253A2 EP04011896A EP04011896A EP1505253A2 EP 1505253 A2 EP1505253 A2 EP 1505253A2 EP 04011896 A EP04011896 A EP 04011896A EP 04011896 A EP04011896 A EP 04011896A EP 1505253 A2 EP1505253 A2 EP 1505253A2
Authority
EP
European Patent Office
Prior art keywords
pipe sections
belt
parallel
bars
parallel belt
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.)
Granted
Application number
EP04011896A
Other languages
German (de)
English (en)
Other versions
EP1505253A3 (fr
EP1505253B1 (fr
Inventor
Lothar Dipl.-Ing. Domanski
Rudi Dipl.-Ing. Podjadtke
Franz-Josef Dipl.-Ing. Wunderlich
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 EP1505253A2 publication Critical patent/EP1505253A2/fr
Publication of EP1505253A3 publication Critical patent/EP1505253A3/fr
Application granted granted Critical
Publication of EP1505253B1 publication Critical patent/EP1505253B1/fr
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
    • E21D11/006—Lining anchored in the rock
    • 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
    • E21D11/107—Reinforcing elements therefor; Holders for the reinforcing elements

Definitions

  • the invention relates to a parallel belt for particular Track extension and tunnel construction.
  • the invention is based on the object, a parallel belt to create that for use in routes with rectangular cross section as well as for curved sections
  • Cross-section suitable for hanging wall / firste protection is and by its adaptability to already set mountain anchor as well as by his Smoothness to the surface in the Hangend / First area.
  • the invention teaches a Parallel belt carrier for in particular track removal and Tunnel construction, with two parallel belt bars and the Belt bars connecting crossbars e.g. Diagonal bars and at least in the Romaend Schemeen arranged anchoring carriage each with an anchor plate with two-sided Pipe sections, with the anchor plates respectively at least one opening or perforation for passing a rock anchor and the pipe sections pushed onto the belt bars and in aligned Carriage position are fixable.
  • the invention Parallel belt carrier can be used for the expansion of routes with rectangular cross-section and therefore door-stick as well as for the expansion of sections with arcuate cross-section partially on the circumference and / or in the longitudinal direction deploy. Preference is given to a hang-up / firste-fuse reached.
  • the inventive Parallelgurt but also as a breakwater in the Mountains, on embankments or in road construction.
  • the End anchoring sleds allow a Adaptation of the Parallelgurtmays invention already set rock anchors and consequently thereby given Anchor spacing.
  • it is an anchorage but also almost everywhere within the delivery lengths such a parallel strap carrier possible when over the Length of the belt bars several anchor carriages arranged are.
  • the parallel belt carrier according to the invention is at its ends in the area of anchoring sled there threaded on already set rock anchors and bolted with anchor nuts. In the course of the Screwing anchor nuts will pull forces into the Belt bars generated, giving a polygonal stress in the manner of a rope corner.
  • the belt bars are preferably as Threaded rods formed and the anchoring slide by means arranged on both sides of the pipe sections threaded nuts fixable. This makes it easy to fine-tune on already set rock anchors and therefore achieve perfect alignment of the parallel strap carrier.
  • the belt bars are preferably as Threaded rods formed and the anchoring slide by means arranged on both sides of the pipe sections threaded nuts fixable.
  • connection device for extending the Parallel strap carrier, with a connecting strap and on both sides attached to the connecting strap four pairs Pipe sections, each of which two aligned pipe sections on one and the other side of the connecting strap for inserting threaded nuts by a specified amount Dimension are distanced from each other, where the one pair of pipe sections on the threaded rods of a Parallelgurtsammlungs and the other pair of pipe sections on the belt bars to be connected parallel strap carrier pushed and by means of the belt bars on one side or on both sides of the pipe sections screw-threaded nuts in the aligned position zug- and possibly can be clamped pressure-resistant.
  • connection device for extending the parallel strap two cranked and at least in the region of their bent together fastened for example, welded connecting rods on, on both sides of the connecting rods in whose un-cranked areas were fastened in pairs in pairs
  • Pipe sections are provided, of which two each aligned pipe sections on the one and the other connecting rod for inserting threaded nuts by a specified amount Measure distanced from each other and where further the pair of pipe pairs as in the previously described Embodiment on the threaded rods of the one Parallelgurtsammlungs and the other pair of pipe sections on the belt bars of a parallel girder to be connected pushed on and by means of the belt bars on one side or screwed on both sides of the pipe sections Threaded nuts in aligned position zug- and optionally compression-resistant clamped.
  • the two connecting rods to their un-cranked Bar ends with stabilizing bars connected, for example welded together.
  • the parallel belt carrier according to the invention made of steel or plastic. In the latter Case is reinforced fiberglass or carbon fiber Use plastic. This embodiment is also for a collision fuse suitable because such Plastic construction not difficult of mining machines Coal of entering coal run over and into small parts can be cut, which is in the laundry of The coal can be separated easily.
  • a Parallelgurtvani 1 for in particular track construction and tunnel construction shown, with two parallel belt bars 2 and the belt bars 2 connecting transverse bars 3, for example diagonal bars.
  • Anchoring slide 4 At least in the Codend Schemeen are Anchoring slide 4 arranged, each one Anchor plate 5 having double-sided pipe sections 6, wherein the anchor plates 5 each have at least one Opening 7 or perforation for passing a Rock anchor 8 have.
  • the pipe sections 6 are on the belt bars 2 pushed and aligned in Carriage position fixable.
  • the belt bars 2 are as Threaded rods formed.
  • the anchoring carriages 4 are by means of one or both sides of the pipe sections. 6 arranged threaded nuts 9 fixable.
  • a plurality of anchoring slide. 4 be arranged, which is not shown and only in Fig. 2 is indicated by the rock anchor 8.
  • a Connection device 10 is provided, which after a first Embodiment two cranked and at least in the field their bent 11 welded together connecting rods 12 has.
  • On the outsides of the connecting rods 12th are four pairs in their un-cranked areas fastened pipe sections 6 are provided, each of which two aligned pipe sections 6a, 6b on the one and on the other connecting rod 12 for insertion of Threaded nuts 9 by a predetermined amount from each other are distanced, wherein the one pipe pair 6a on the belt or threaded rods 2 of a parallel carrier.
  • connection device 10 a connection tab 14 and on both sides the connecting tab 14 four paired attached Pipe sections 6a, 6b, of which two in each case aligned pipe sections 6a, 6b on one and the other Side of the connection tab 14 for insertion of Threaded nuts 9 by a predetermined amount from each other are distanced. Also in this case, that is one Pipe pair 6a on the belt bars 2 of the one Parallelgurtanys 1 and the other pair of pipe sections 6b on the belt bars 2 a to be connected Parallelgurtanys 1a pushed on.
  • the pipe pair 6a, 6b and consequently the entire connection device 10 are by means of the belt bars 2 on one side or on both sides of the pipe sections 6 aufschraubbarer Threaded nuts 9 clamped in aligned position.
  • the connecting tab 14 has an anchoring tab one or more openings 7.
  • the parallel belt carrier 1 and the connection device 10 can be made of steel or plastic.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
EP04011896A 2003-08-07 2004-05-19 Faisceau avec ceinture parallèle, en particulier pour la prolongation des galeries et des tunnels souterrains Expired - Lifetime EP1505253B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10336154 2003-08-07
DE10336154A DE10336154B4 (de) 2003-08-07 2003-08-07 Parallelgurtträger, insbesondere für den Streckenausbau und Tunnelausbau

Publications (3)

Publication Number Publication Date
EP1505253A2 true EP1505253A2 (fr) 2005-02-09
EP1505253A3 EP1505253A3 (fr) 2005-04-20
EP1505253B1 EP1505253B1 (fr) 2012-01-11

Family

ID=33547124

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04011896A Expired - Lifetime EP1505253B1 (fr) 2003-08-07 2004-05-19 Faisceau avec ceinture parallèle, en particulier pour la prolongation des galeries et des tunnels souterrains

Country Status (8)

Country Link
US (1) US6921232B2 (fr)
EP (1) EP1505253B1 (fr)
AT (1) ATE541111T1 (fr)
AU (1) AU2004203023B2 (fr)
CA (1) CA2473260C (fr)
DE (1) DE10336154B4 (fr)
PL (1) PL202381B1 (fr)
ZA (1) ZA200405125B (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102182483A (zh) * 2011-04-26 2011-09-14 山东大学 半刚性异型梁锚索桁架巷道支护系统
WO2014091323A3 (fr) * 2012-12-14 2014-11-06 Dream For Africa Trading And Projects (Proprietary) Limited Bande de support de paroi
WO2016097882A1 (fr) * 2014-12-19 2016-06-23 Marius Page Assemblage de support de paroi de mine
CN111576881A (zh) * 2020-05-13 2020-08-25 武汉理工大学 开洞口叠合剪力墙内置对角钢筋桁架深连梁的施工方法

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US7510351B2 (en) * 2006-03-28 2009-03-31 Price Herbert S Method for supporting a subsurface material
US7597505B2 (en) * 2006-03-28 2009-10-06 Price Herbert S Roof bolt plate
US8224631B2 (en) * 2008-08-18 2012-07-17 Fci Holdings Delaware, Inc. Stress, geologic, and support analysis methodology for underground openings
US20110036052A1 (en) * 2009-08-14 2011-02-17 Callahan Robert M Reinforced girder
US20110036050A1 (en) * 2009-08-14 2011-02-17 Robert M Callahan Reinforced girder
US20110036051A1 (en) * 2009-08-14 2011-02-17 Callahan Robert M Reinforced girder
CN102518459B (zh) * 2011-12-15 2014-04-30 湖南科技大学 一种深井煤巷用高强度可自动让压的锚索槽钢梁
DE102012108471B3 (de) * 2012-09-11 2013-09-26 Bochumer Eisenhütte Heintzmann GmbH & Co. KG Gitterträger
CN104653198B (zh) * 2014-12-31 2017-02-01 中国科学院武汉岩土力学研究所 一种煤矿软岩大变形巷道支护中泡沫混凝土的充填施工方法
US10151202B2 (en) * 2015-02-13 2018-12-11 Fci Holdings Delaware, Inc. Rib strap
US20190178083A1 (en) * 2016-09-26 2019-06-13 Fci Holdings Delaware, Inc. Yieldable Bearing Block
US11092010B2 (en) * 2019-02-20 2021-08-17 Dsi Tunneling Llc Underground support system and method
CN110513133B (zh) * 2019-07-08 2020-10-09 华兆东南(运城)绿色建筑集成有限公司 一种具有滑动底座的装配式m型钢结构
US11105199B2 (en) * 2019-09-11 2021-08-31 Square Cut Systems, LLC System and method for supporting sidewalls or ribs in coal mines
US11242750B2 (en) 2019-11-25 2022-02-08 Fci Holdings Delaware, Inc. Adjustable lattice girder
CN111022086B (zh) * 2019-12-27 2021-10-22 周伟永 一种巷道工程支护用单层拱架及其快速支护方法
WO2026053096A1 (fr) * 2024-09-04 2026-03-12 Autostrade Per L'italia S.P.A. Panneau de renforcement modulaire pour la construction d'un mur

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DE1198768B (de) * 1960-08-29 1965-08-19 Bernhard Langerbein Fa Verbolzung fuer den druck- und zugfesten Anschluss von Grubenausbaurahmen
ATE5988T1 (de) * 1979-06-25 1984-02-15 Pantex-Stahl Ag. Tuebbingausbau, verwendung dieses tuebbingausbaues und verfahren zu dessen herstellung.
DE8125375U1 (de) * 1981-09-01 1982-01-21 Pantex-Stahl AG, 6233 Büron Gittertraeger fuer den untertag-strecken- und schachtausbau
US4699547A (en) * 1985-03-15 1987-10-13 Seegmiller Ben L Mine truss structures and method
US4666344A (en) * 1985-12-16 1987-05-19 Seegmiller Ben L Truss systems and components thereof
DE8709411U1 (de) * 1987-07-09 1987-08-27 Pantex-Stahl AG, Büron Ausbaubogen für den Tunnelbau
US4960348A (en) * 1988-12-08 1990-10-02 Seegmiller Ben L Truss systems, components and methods for trussing arched mine roofs
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102182483A (zh) * 2011-04-26 2011-09-14 山东大学 半刚性异型梁锚索桁架巷道支护系统
WO2014091323A3 (fr) * 2012-12-14 2014-11-06 Dream For Africa Trading And Projects (Proprietary) Limited Bande de support de paroi
WO2016097882A1 (fr) * 2014-12-19 2016-06-23 Marius Page Assemblage de support de paroi de mine
CN111576881A (zh) * 2020-05-13 2020-08-25 武汉理工大学 开洞口叠合剪力墙内置对角钢筋桁架深连梁的施工方法

Also Published As

Publication number Publication date
ATE541111T1 (de) 2012-01-15
AU2004203023B2 (en) 2009-07-23
PL202381B1 (pl) 2009-06-30
DE10336154B4 (de) 2006-09-21
EP1505253A3 (fr) 2005-04-20
US20050031420A1 (en) 2005-02-10
EP1505253B1 (fr) 2012-01-11
AU2004203023A1 (en) 2005-02-24
DE10336154A1 (de) 2005-03-03
ZA200405125B (en) 2005-05-25
CA2473260C (fr) 2008-02-26
PL369058A1 (en) 2005-02-21
US6921232B2 (en) 2005-07-26
CA2473260A1 (fr) 2005-02-07

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