WO1992018752A1 - Articulated anchor bolt - Google Patents

Articulated anchor bolt Download PDF

Info

Publication number
WO1992018752A1
WO1992018752A1 PCT/EP1992/000748 EP9200748W WO9218752A1 WO 1992018752 A1 WO1992018752 A1 WO 1992018752A1 EP 9200748 W EP9200748 W EP 9200748W WO 9218752 A1 WO9218752 A1 WO 9218752A1
Authority
WO
WIPO (PCT)
Prior art keywords
anchor
rope
sections
anchor bolt
link
Prior art date
Application number
PCT/EP1992/000748
Other languages
German (de)
French (fr)
Inventor
Peter Stephan
Gerhard Klausen
Original Assignee
Bergwerksverband Gmbh
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 Bergwerksverband Gmbh filed Critical Bergwerksverband Gmbh
Priority to EP92908139A priority Critical patent/EP0578713B1/en
Priority to PL92301152A priority patent/PL168768B1/en
Priority to AU15404/92A priority patent/AU650126B2/en
Publication of WO1992018752A1 publication Critical patent/WO1992018752A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/0046—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts formed by a plurality of elements arranged longitudinally
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/006—Anchoring-bolts made of cables or wires

Definitions

  • the invention relates to a link anchor consisting of anchor sections which are connected by a cable, so that cable joints are formed between the anchor sections, and an anchor section is provided with a thread for the mounting of the anchor plate, the link anchor being intended to be fully mortared over its installation length.
  • a link anchor has become known from French mining.
  • This link anchor has been developed in particular for use in boreholes in which continuous anchor rods cannot be inserted for reasons of space. With this link anchor design, however, it has proven to be disadvantageous that the low elasticity and thus the low ability to work until the break are not suitable for all applications.
  • the present invention is based on the object of avoiding its disadvantages of the low elasticity and the low ability to work. This object is achieved by a link anchor which has the characterizing features of the patent claim.
  • the link anchor according to the invention is given a comparatively large load path under approximately constant load conditions by the resilience element in the deepest borehole before, after the resilience is exhausted, a load up to the breaking strength of the rope takes place. It can therefore also be used in mountain conditions which lead to the expectation that the rock is loosened more strongly around a cavity.
  • the figure shows an example of a preferred embodiment of a flexible, flexible link anchor 10 according to the invention in a longitudinal section. It consists in the example of a steel cable 1, the between cable joints 2 with cladding tube sections 3, 11, 14, z. B. is surrounded by steel.
  • the cladding tube sections 3, 11, 14 are fixed at certain intervals on the steel cable 1 by cold deformation embossing 4.
  • the steel cable 1 is in a pressing part 6 of the cladding tube section 14 at the other end of the cable at the hole end pressed, which also bears the full breaking force, and which is provided with a mounting thread 7 for mounting an anchor plate 12 by means of a nut 13.
  • a compliance path 8 is provided, which is connected to an easily destructible tubular body 9, e.g. B. made of plastic or thin sheet metal, is covered.
  • an easily destructible tubular body 9 e.g. B. made of plastic or thin sheet metal.
  • the operation of the link anchor 10 according to the invention is as follows: When opening fracture areas or shearing movements in the mountain body after being introduced into a borehole, the link anchor 10 initially takes up load until the friction between the fixed cladding tube sections 3, 11, 14 and the steel cable 1 is overcome. The compliance path 8 is then exhausted until the compression sleeve 5 comes to rest on the uppermost cladding tube section 11. Then the link anchor 10 is loaded up to the breaking force of the steel cable 1.

Abstract

The invention concerns an articulated anchor bolt made up of sections connected to each other by a rope in such a way that rope articulations are formed between the sections. The anchor bolt also includes a section with a thread for fitting the tie plate, and is fully cement-stabilizable along its whole length in accordance with applicable regulations. The anchor bolt (10) is made up of tubular casing sections (3, 11, 14) in which a continuous steel wire rope (1) is housed, thus forming a multiplicity of articulations (2). The casing sections (3, 11, 14) are fixed to the rope (1) by cold-stamping (4). Fitted to one end of the rope (1) is a permanently fixed sleeve (5), and to the other end a permanently fixed element with a fitting thread (7). Located between the sleeve (5) and the nearest casing section (11) is a destructible tubular element (9) which gives the anchor bolt greater resilience in this zone (8).

Description

Gliederanker Link anchor
Die Erfindung betrifft einen Gliederanker aus An¬ kerabschnitten, die über ein Seil verbunden sind, so daß zwischen den Ankerabschnitten Seilgelenke gebildet werden, ein Ankerabschnitt mit einem Gewinde für die Ankerplattenmontage versehen ist, wobei der Glie¬ deranker bestimmungsgemäß auf seiner Einbaulänge voll vermörtelbar ist. Ein solcher Gliederanker ist aus dem französichen Bergbau bekannt geworden. Dieser Glieder¬ anker ist insbesondere für eine Verwendung in solchen Bohrlöchern entwickelt worden, in denen durchgehende Ankerstangen aus Platzgründen nicht eingebracht werden können. Bei dieser Gliederankerausgestaltung hat es sich jedoch als nachteilig erwiesen, daß das geringe Dehnvermögen und damit die geringe Arbeitsfähigkeit bis zum Bruch nicht für alle Anwendungsfälle geeignet sind.The invention relates to a link anchor consisting of anchor sections which are connected by a cable, so that cable joints are formed between the anchor sections, and an anchor section is provided with a thread for the mounting of the anchor plate, the link anchor being intended to be fully mortared over its installation length. Such a link anchor has become known from French mining. This link anchor has been developed in particular for use in boreholes in which continuous anchor rods cannot be inserted for reasons of space. With this link anchor design, however, it has proven to be disadvantageous that the low elasticity and thus the low ability to work until the break are not suitable for all applications.
Der vorliegenden Erfindung liegt, ausgehend von einem gattungsgemäßen Gliederanker, die Aufgabe zugrunde, dessen Nachteile des geringen Dehnvermögens und der ge¬ ringen Arbeitsfähigkeit zu vermeiden. Diese Aufgabe wird durch einen Gliederanker gelöst, der die kennzeichnenden Merkmale des Patentanspruchs auf¬ weist.Starting from a link anchor of the generic type, the present invention is based on the object of avoiding its disadvantages of the low elasticity and the low ability to work. This object is achieved by a link anchor which has the characterizing features of the patent claim.
Der erfindungsgemäße Gliederanker erhält durch das Nachgiebigkeitselement im Bohrlochtiefsten einen ver¬ gleichsweise großen Lastweg unter in etwa konstanten Lastbedingungen, bevor nach Erschöpfung der Nachgie¬ bigkeit eine Auflastung bis zur Bruchkraft des Seiles erfolgt. Er läßt sich somit auch bei Gebirgsverhält- nissen anwenden, die eine stärkere Auflockerung des Ge¬ birges um einen Hohlraum erwarten lassen.The link anchor according to the invention is given a comparatively large load path under approximately constant load conditions by the resilience element in the deepest borehole before, after the resilience is exhausted, a load up to the breaking strength of the rope takes place. It can therefore also be used in mountain conditions which lead to the expectation that the rock is loosened more strongly around a cavity.
Der erfindungsgemäße Gliederanker ist in der Figur der Zeichnung dargestellt und erläutert.The link anchor according to the invention is shown and explained in the figure of the drawing.
In der Figur ist ein Beispiel für eine bevorzugte Aus¬ gestaltung eines erfindungsgemäßen, nachgiebigen, fle¬ xiblen Gliederankers 10 in einem Längsschnitt darge¬ stellt. Er besteht im Beispiel aus einem Stahlseil 1, das zwischen Seilgelenken 2 mit Hüllrohrabschnitten 3, 11, 14, z. B. aus Stahl, umgeben ist. Die Hüllrohrab¬ schnitte 3, 11, 14 sind in bestimmten Abständen durch Kaltverformungsprägungen 4 auf dem Stahlseil 1 fixiert. Zum Zweck der Verankerung im Bohrlochtiefsten befindet sich an einem Seilende eine Verpreßhülse 5, die die volle Bruchkraft des Stahlseiles 1 aufnehmen kann. Am bohrlochmundseitigen anderen Seilende ist das Stahlseil 1, in einem Verpreßteil 6 des Hüllrohrabschnitts 14 verpreßt, das ebenfalls die volle Bruchkraft trägt, und das mit einem Montagegewinde 7 zur Montage einer Anker¬ platte 12 mittels einer Mutter 13 versehen ist.The figure shows an example of a preferred embodiment of a flexible, flexible link anchor 10 according to the invention in a longitudinal section. It consists in the example of a steel cable 1, the between cable joints 2 with cladding tube sections 3, 11, 14, z. B. is surrounded by steel. The cladding tube sections 3, 11, 14 are fixed at certain intervals on the steel cable 1 by cold deformation embossing 4. For the purpose of anchoring in the deepest borehole there is a compression sleeve 5 at one end of the rope which can absorb the full breaking force of the steel rope 1. The steel cable 1 is in a pressing part 6 of the cladding tube section 14 at the other end of the cable at the hole end pressed, which also bears the full breaking force, and which is provided with a mounting thread 7 for mounting an anchor plate 12 by means of a nut 13.
Zwischen der Verpreßhülse 5 und dem Hüllrohrabschnitt 11 im Bohrlochtiefsten ist eine Nachgiebigkeitsstrecke 8 vorgesehen, die mit einem leicht zerstörbaren Rohr¬ körper 9, z. B. aus Kunststoff oder dünnem Blech, abge¬ deckt ist. Nach dem Einbringen in das Bohrloch wird der erfindungsgemäße Gliederanker bestimmungsgemäß durch Einbringen von Mörtel in die Zwischenräume zwischen Bohrlochwand und Gliederanker befestigt.Between the compression sleeve 5 and the cladding tube section 11 in the deepest borehole, a compliance path 8 is provided, which is connected to an easily destructible tubular body 9, e.g. B. made of plastic or thin sheet metal, is covered. After being introduced into the borehole, the link anchor according to the invention is fastened as intended by introducing mortar into the spaces between the borehole wall and the link anchor.
Die Funktionsweise des erfindungsgemäßen Gliederankers 10 ist folgende: Beim Öffnen von Kluftflächen oder bei Scherbewegungen im Gebirgskörper nach dem Einbringen in ein Bohrloch nimmt der Gliederanker 10 zunächst Last auf, bis die Reibung zwischen den fixierten Hüllrohrab¬ schnitten 3, 11, 14 und dem Stahlseil 1 überwunden wird. Anschließend wird der Nachgiebigkeitsweg 8 ausge¬ schöpft, bis die Verpreßhülse 5 am obersten Hüllrohr¬ abschnitt 11 zur Anlage kommt. Danach lastet der Glie¬ deranker 10 bis zur Bruchkraft des Stahlseiles 1 auf. The operation of the link anchor 10 according to the invention is as follows: When opening fracture areas or shearing movements in the mountain body after being introduced into a borehole, the link anchor 10 initially takes up load until the friction between the fixed cladding tube sections 3, 11, 14 and the steel cable 1 is overcome. The compliance path 8 is then exhausted until the compression sleeve 5 comes to rest on the uppermost cladding tube section 11. Then the link anchor 10 is loaded up to the breaking force of the steel cable 1.
- 4 -- 4 -
BezugszeichenlisteReference list
1 Stahlseil1 steel rope
2 Seilgelenk2 rope joint
3 Hüllrohrabschnitt3 cladding tube section
4 Kaltverformungspragung4 Cold deformation stamping
5 Verpreßhülse5 compression sleeve
6 Verpreßteil6 grouting part
7 Montagegewinde7 mounting threads
8 Nachgiebigkeitsstrecke8 compliance route
9 Rohrkörper9 tubular body
10 Gliederanker10 link anchors
11 Hüllrohrabschnitt11 cladding tube section
12 Ankerplatte12 anchor plate
13 Mutter13 mother
14 Hüllrohrabschnitt 14 cladding tube section

Claims

PatentanspruchClaim
Gliederanker aus Ankerabschnitten, die über ein Seil verbunden sind, so daß zwischen den Ankerabschnitten Seilgelenke gebildet werden, sowie ein Ankerabschnitt mit einem Gewinde für die Ankerplattenmontage versehen ist, wobei der Gliederanker bestimmungsgemäß auf seiner Einbaulänge voll vermörtelbar ist, dadurch gekennzeich¬ net, daß der Gliederanker (10) aus Hüllrohrabschnitten (3, 11, 14) gebildet ist, in denen ein durchgehendes Stahlseil (1) untergebracht ist, wobei mehrere Seilge¬ lenke (2) gebildet werden, die Hüllrohrabschnitte (3, 11, 14) durch Kaltverformungsprägungen (4) auf dem Stahlseil (1) fixiert sind, an einem Ende des Stahlsei¬ les (1) eine Verpreßhülse (5) und am anderen Ende ein Verpreßteil (6) vorgesehen sind, das ein Montagegewinde (7) trägt, sowie zwischen der Verpreßhülse (5) und dem Hüllrohrabschnitt (11) ein zerstörbarer Rohrkörper (9) als Nachgiebigkeitsstrecke (8) angeordnet ist. Link anchors made of anchor sections, which are connected by a rope, so that cable joints are formed between the anchor sections, and an anchor section is provided with a thread for the anchor plate assembly, the link anchor being intended to be fully mortared over its installation length, characterized in that the Link anchor (10) is formed from cladding tube sections (3, 11, 14), in which a continuous steel cable (1) is accommodated, whereby several cable joints (2) are formed, the cladding tube sections (3, 11, 14) by cold-formed stampings ( 4) are fixed on the steel cable (1), at one end of the steel cable (1) a compression sleeve (5) and at the other end a compression part (6) are provided, which carries an assembly thread (7), and between the compression sleeve (5) and the cladding tube section (11) a destructible tubular body (9) is arranged as a compliance path (8).
PCT/EP1992/000748 1991-04-12 1992-04-03 Articulated anchor bolt WO1992018752A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP92908139A EP0578713B1 (en) 1991-04-12 1992-04-03 Articulated anchor bolt
PL92301152A PL168768B1 (en) 1991-04-12 1992-04-03 Articulated anchor
AU15404/92A AU650126B2 (en) 1991-04-12 1992-04-03 Articulated anchor bolt

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4112096A DE4112096C1 (en) 1991-04-12 1991-04-12
DEP4112096.5 1991-04-12

Publications (1)

Publication Number Publication Date
WO1992018752A1 true WO1992018752A1 (en) 1992-10-29

Family

ID=6429509

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP1992/000748 WO1992018752A1 (en) 1991-04-12 1992-04-03 Articulated anchor bolt

Country Status (6)

Country Link
EP (1) EP0578713B1 (en)
AT (1) ATE138448T1 (en)
AU (1) AU650126B2 (en)
DE (1) DE4112096C1 (en)
PL (1) PL168768B1 (en)
WO (1) WO1992018752A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITVI20120052A1 (en) * 2012-03-07 2013-09-08 Dalla Gassa Srl METHOD OF REALIZATION OF A CONSOLIDATION AND CONTAINMENT STRUCTURE OF LAND SUBJECT TO MOVEMENTS AND CONSTRUCTION STRUCTURE AND CONSOLIDATION ACHIEVED BY SUCH METHOD
CN108589722A (en) * 2018-06-05 2018-09-28 重庆科技学院 A kind of one-shot forming apparatus and method of extruding type soil bolt
US20190100998A1 (en) * 2015-06-23 2019-04-04 Ncm Innovations (Pty) Ltd. Groutable rock anchor assembly
CN110644944A (en) * 2019-08-26 2020-01-03 中煤科工集团西安研究院有限公司 Outer flat type high-pressure rotary jet grouting device and method for complex stratum under coal mine

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006105557A1 (en) * 2005-03-29 2006-10-05 Grinaker-Lta Limited Rock anchor

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3510997C1 (en) * 1985-03-27 1986-06-05 Ruhrkohle Ag, 4300 Essen Yielding roof bolt
DE3922906A1 (en) * 1989-07-12 1991-01-24 Klaus Ketterer Flexible rock anchors for cramped conditions in a mine - consists of cone shaped links on cable core

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3510997C1 (en) * 1985-03-27 1986-06-05 Ruhrkohle Ag, 4300 Essen Yielding roof bolt
DE3922906A1 (en) * 1989-07-12 1991-01-24 Klaus Ketterer Flexible rock anchors for cramped conditions in a mine - consists of cone shaped links on cable core

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITVI20120052A1 (en) * 2012-03-07 2013-09-08 Dalla Gassa Srl METHOD OF REALIZATION OF A CONSOLIDATION AND CONTAINMENT STRUCTURE OF LAND SUBJECT TO MOVEMENTS AND CONSTRUCTION STRUCTURE AND CONSOLIDATION ACHIEVED BY SUCH METHOD
US20190100998A1 (en) * 2015-06-23 2019-04-04 Ncm Innovations (Pty) Ltd. Groutable rock anchor assembly
US10465515B2 (en) * 2015-06-23 2019-11-05 Ncm Innovations (Pty) Ltd. Groutable rock anchor assembly
CN108589722A (en) * 2018-06-05 2018-09-28 重庆科技学院 A kind of one-shot forming apparatus and method of extruding type soil bolt
CN110644944A (en) * 2019-08-26 2020-01-03 中煤科工集团西安研究院有限公司 Outer flat type high-pressure rotary jet grouting device and method for complex stratum under coal mine
CN110644944B (en) * 2019-08-26 2021-05-18 中煤科工集团西安研究院有限公司 Outer flat type high-pressure rotary jet grouting device and method for complex stratum under coal mine

Also Published As

Publication number Publication date
EP0578713A1 (en) 1994-01-19
PL168768B1 (en) 1996-04-30
AU1540492A (en) 1992-11-17
EP0578713B1 (en) 1996-05-22
ATE138448T1 (en) 1996-06-15
DE4112096C1 (en) 1992-11-26
AU650126B2 (en) 1994-06-09

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