WO2004001192A1 - Systeme de boulons d'ancrage - Google Patents
Systeme de boulons d'ancrage Download PDFInfo
- Publication number
- WO2004001192A1 WO2004001192A1 PCT/AU2003/000760 AU0300760W WO2004001192A1 WO 2004001192 A1 WO2004001192 A1 WO 2004001192A1 AU 0300760 W AU0300760 W AU 0300760W WO 2004001192 A1 WO2004001192 A1 WO 2004001192A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- tube
- bolt
- fitting
- cable
- rock bolt
- Prior art date
Links
- 239000011435 rock Substances 0.000 title claims abstract description 44
- 239000011440 grout Substances 0.000 claims abstract description 30
- 210000002435 tendon Anatomy 0.000 claims abstract description 18
- 238000000034 method Methods 0.000 claims description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 229920001903 high density polyethylene Polymers 0.000 claims description 4
- 239000004700 high-density polyethylene Substances 0.000 claims description 4
- 229920003023 plastic Polymers 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 4
- 230000003213 activating effect Effects 0.000 claims description 2
- 230000006835 compression Effects 0.000 claims 6
- 238000007906 compression Methods 0.000 claims 6
- 239000003621 irrigation water Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 description 9
- 239000007787 solid Substances 0.000 description 3
- 238000012546 transfer Methods 0.000 description 3
- 230000002262 irrigation Effects 0.000 description 2
- 238000003973 irrigation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 229920000114 Corrugated plastic Polymers 0.000 description 1
- 230000009969 flowable effect Effects 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 230000009182 swimming Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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
- E21D21/0033—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts having a jacket or outer tube
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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 OR ROCK 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 present invention relates to rock bolts, whether the bolt tendon is formed from a flexible cable or a rigid rod, the grout delivery tube for such bolts, and the fabrication of such tubes.
- Rock bolts are widely used in civil engineering and mining applications to stabilise rock strata.
- a blind hole or bore is drilled in the rock and a rock bolt having an anchor at its far end is inserted into the hole.
- the anchor is operated so as to grip the far end of the hole and secure the bolt in the hole.
- the bolt is surrounded by a tube and grout is pumped into the gap between the bolt and the tube. The grout passes down the tube until it reaches the anchor and then begins to flow back out of the hole between the interior of the hole and the exterior of the tube. The operator ceases to pump grout when the returning grout is observed escaping from the hole.
- the grout hardens and provides a force transmitting structure between the interior of the hole and the length of the rock bolt. In this way the steel bolt can react effectively against any movement in the surrounding ground.
- the object of the present invention is to provide an improved tube, a cable bolt incorporating the tube, bolt fittings and fabrication techniques all of which together constitute an improved rock bolting system.
- a tube for cable or rod bolt applications said tube being extruded from plastics material and defomied beyond its yield point at a plurality of longitudinally spaced apart locations, along the length of the tube, each said deformation occurring in at least two different directions.
- a rock bolt having a tendon located within the above defined tube.
- an end fitting for a rock bolt comprising a barrel having a substantially flat front end, a rear end, a curved side wall, and a longitudinal axis, a cable passageway passing between said front and rear ends, and a grouting orifice extending from said front end into said cable passageway.
- a method of fabricating a tube for a rock bolt comprising the step of radially deforming the side wall of said tube beyond its yield point in at least two different directions, at each of a plurality of longitudinally spaced locations.
- a rock bolt for use in poor ground conditions, said bolt having a near end and a far end, anchor means at said far end to anchor the far end adjacent the base of a blind hole formed in said ground, and tension means at said near end to tension said bolt after said far end has been anchored, wherein said anchor means comprises at least two anchor devices, each known per se, and connected in series adjacent said far end.
- a method of securing a rock bolt in poor ground conditions comprising the steps of: providing at least two anchor devices, each known per se, at the far end of said rock bolt, inserting said rock bolt into a blind hole drilled in said ground, activating all said anchor devices, and tensioning said rock bolt.
- the bolt is surrounded with grout.
- FIG. 1 is an exploded perspective view of a prior art rock bolt prior to installation
- Fig. 2 is longitudinal partly cross sectional view through the rock bolt of Fig. 1 as installed
- Fig. 3 is a perspective view of the tube of the preferred embodiment
- Fig. 4 is an end view of the tube of Fig. 3
- Fig. 5 is a plan view of the tube of Fig. 3,
- Fig. 6 is a side elevation of the tube of Fig. 3,
- Fig. 7 is perspective view of the near end of a cable bolt incorporating the tube of Fig. 3-6
- Fig. 8 is a plan view of the cable bolt end of Fig. 7,
- Fig. 9 is an end elevation of the arrangement of Figs. 7 and 8,
- Fig. 10 is a longitudinal cross sectional view taken along the line X-X of Fig. 9,
- Fig. 11 is an end view of the free end of the cable bolt of Fig. 7
- Fig. 12 is a perspective view of another embodiment of the end fitting of the cable bolt of Fig. 7,
- Fig. 13 is an end view of the fitting of Fig. 12,
- Fig. 14 is the opposite end view of the fitting of Fig. 12,
- Fig. 15 is an alternative perspective view of the fitting of Fig. 12, and Fig. 16 is a longitudinal partly cross-sectional view of the far end of a rock bolt.
- Figs. 1 and 2 illustrate a prior art rock bolt known as the "CT bolt” which is generally as described in Australian Patent No. 669,393 (Application No. 49856/93 and WO 94/05900).
- the CT bolt 1 has a solid steel tendon 2 with an anchor 3 (illustrated only in a general cylindrical fo ⁇ n in Fig. 1) located at its far end.
- a tube 4 having a plurality of papillae 13 surrounds the tendon 2 and the near end of the CT bolt 1 has a washer plate 5, a hollow dome ball 6, and nut 7.
- a blind hole 8 is drilled in the ground 9 and the CT bolt inserted therein.
- the anchor 3 is expanded so that it grips the interior of the hole 8 thereby locating the CT bolt 1 in its final position.
- the bolt can be tensioned by means of the nut 7 engaging a thread on the near end of the bolt.
- a flowable hardenable cementitious grout 10 is pumped into a small grout orifice 11 from where the grout passes between the tendon 2 and the interior of the tube 4.
- air is being expelled from the hole 8 by passing between the interior of the hole 8 and the exterior of the tube 4.
- the grout 10 reaches the end of the hole 8 and the anchor 3 and then passes between the hole interior and the external surface of the tube 4.
- grout is expelled from the hole 8 adjacent the washer plate 5 indicating to the operator to cease pumping grout.
- small papillae 13 formed in the tube 4 is to provide a keying mechanism to enable longitudinal shearing forces to be transferred between the ground 9 and the tendon 2 by means of the grout 10.
- corrugators are known to produce corrugated plastic drainage pipe and corrugated swimming pool hose.
- Corrugated tube is known to be used in relation to rock bolts but suffers from a number of disadvantages. Firstly, the corrugating process is slow and therefore relatively expensive.
- the corrugated tubing has the advantage of being flexible and resistant to crushing, the geometry of corrugated tubing creates a number of disadvantages. In particular, the close corrugations, extending in an annular fashion relative to the axis of the tube, commonly trap air when the grout material is pumped therepast. These pockets of trapped air very substantially reduce the capacity of the tube to transfer mechanical loads.
- the annular deformations of the corrugated tube catch on many types of objects during the installation procedure such as load plates, wire mesh, the parts of the installing machinery, and the like, all of which can lead to damage of the tube. If the corrugated tube is damaged the bolt can be uninstallable and/or unable to be grouted. This is because a hole in the tube will effectively "short circuit" the grouting procedure and result in grout not being delivered to the full length of the hole.
- the tube 4 of Figs. 1-2 is not.
- This tube for example fabricated for installation in 45mm bore holes, is substantially round and has a diameter of approximately 35mm.
- Each papilla 13 is formed as one of three outwardly extending bumps spaced equally around the tube at locations spaced apart by approximately 50mm along the tube.
- the maximum "diameter" of the tube at the location of the papillae is approximately 42mm.
- the tube 4 is produced on a corrugator machine but without producing corrugations.
- the tube is stiff and thus cannot be bent or coiled up as this results in the tube kinking and/or breaking.
- the papillae 13 on the tube 4 are also susceptible to being sheared off if the tube is handled roughly prior to installation.
- the cost of the tube 4 is approximately three times the cost of similar tube (so called polytube made from high density polyethylene (HDPE)) used extensively in irrigation applications. It would therefore be desirable if this inexpensive tubing could be used for rock bolting applications.
- HDPE high density polyethylene
- Figs. 3-6 illustrate a deformed irrigation polytube 14 which has been deformed in such a way as to still retain its flexibility and thereby permit the polytube 14 to be coiled or looped into a coil.
- the polytube 14 is deformed by being placed between forming tools, which yield the material of the tube 14 in small areas. The yielding stops the material of the polytube 14 from returning to its original configuration.
- the tube 14 is compressed by having inwardly oppositely directed forces FI and F2 applied to its “sides” whilst substantially simultaneously two inwardly oppositely directed forces F3 and F4 are applied to its "top” and “bottom” (spaced from but adjacent to the location of the FI and F2 forces) so as to create generally rectangular bulges 17 having triangularly shaped slopes 18.
- the yielding zones 50 which create the bulges 17 are arranged in sequential fashion along the length of tube 14, these deformed patterns remain deformed and provide a mechanism to enable load transfer from the bolt to the surrounding ground via the grouting applied to both sides of the tube 14.
- the shape of the bulges 17 provide a number of advantages in that they reduce the occurrence of damage prior to, or during, installation.
- the shape of the bulges 17 reduces the risk of air voids developing during the grouting operation.
- Figs. 7-11 illustrate the near end of such a cable bolt, the far end being substantially conventional.
- a cable bolt 21 has a cable 22 wliich passes through the polytube 14 and is provided with a barrel like end fitting 26 at the near end.
- the barrel 26 has a flat end face 28 and a domed front face 29 with a substantially cylindrical side wall 30.
- a grouting orifice 31 is formed in the end face 28 and, as seen in Fig. 10, leads into a grouting passage 32 which is inclined to the longitudinal axis of the polypipe 14 and cable 22.
- the barrel 26 has a main passage 34 which includes a frusto-conical wedge 35 which acts a gripping mechanism for the cable 22.
- the grouting passage 32 delivers grout above the cable gripping wedges 35 which hold the barrel 26 to the cable 22.
- the far end of the cable bolt 21 (not illustrated) is inserted into the hole and an anchor at the far end is activated so as to fix the far end of the bolt in the hole. Then the cable 22 can be placed under tension and the barrel 26 moved towards the far end until the barrel 26 comes into contact with a washer plate, or the like (not illustrated).
- main passage 34 is not concentric with the cylindrical side wall 30 and thus at the near end of the cable bolt 1 the cable 22 is not concentric with the longitudinal axis of the tube 14.
- Figs. 12-15 illustrate a second embodiment of a barrel 46 in which the front face 39 is flat.
- the end face 28 and grouting orifice 31 are substantially as before.
- the bulges 17 in Figs. 3-10 extend in two directions which are substantially perpendicular to each other. It is also possible to arrange to have the bulges extend in three directions which are approximately 120° apart but that the longitudinally adjacent set of bulges should be rotated by 60° relative to the tube axis so that those bulges extend intermediate the bulges of the adjacent deformation. This is thought to assist shear load transfer.
- end fitting or barrel 26, 46 can also be used in a cable or rod bolt without the outer plastic tube 4, 14.
- a breather tube passes through the grouting orifice 31 and grouting passage 32 and then extends alongside the bolt to its far end.
- grout is introduced between the bolt and hole and moves towards the far end of the hole but the air displaced by the grout is pushed out through the breather tube.
- the grout reaches the far end of the hole and then beings to fill the breather tube. The grouting process is stopped when the grout is seen returning through the breather tube.
- Fig. 16 the far end of a rock bolt 51 intended for use in poor ground, such as sandstone, is illustrated.
- the cable tendon 52 is formed from multistrand steel cable 22, but a solid tendon could equally be used.
- a pair of spaced apart conventional shell anchors 53 such as those disclosed in Australian Patent Application No. 22992/02 which each include a restraining device in the form of a rupterable band 57.
- the anchors 53 are able to be expanded in known fashion by being spring loaded. In this way the two pivoted halves of the anchors 53 pivot outwardly to grip the interior of the surrounding blind hole 8.
- the installation procedure is as follows.
- the rock bolt 51 is inserted fully into the blind hole 8.
- the spring expansion shells grip the sandstone surrounding the blind hole 8 with sufficient combined force to enable the cable 22 to be tensioned.
- the entire hole 8 is grouted in a single operation. The entire operation takes only a few minutes.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Piles And Underground Anchors (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/518,340 US20060093438A1 (en) | 2002-06-21 | 2003-06-20 | Rock bolting system |
AU2003232521A AU2003232521B2 (en) | 2002-06-21 | 2003-06-20 | Rock bolting system |
CA2490111A CA2490111C (fr) | 2002-06-21 | 2003-06-20 | Systeme de boulons d'ancrage |
NO20050269A NO20050269L (no) | 2002-06-21 | 2005-01-17 | Fjellboltingssystem. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AUPS3107 | 2002-06-21 | ||
AUPS3107A AUPS310702A0 (en) | 2002-06-21 | 2002-06-21 | Rock bolting system |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2004001192A1 true WO2004001192A1 (fr) | 2003-12-31 |
Family
ID=3836668
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AU2003/000760 WO2004001192A1 (fr) | 2002-06-21 | 2003-06-20 | Systeme de boulons d'ancrage |
Country Status (5)
Country | Link |
---|---|
US (1) | US20060093438A1 (fr) |
AU (1) | AUPS310702A0 (fr) |
CA (1) | CA2490111C (fr) |
NO (1) | NO20050269L (fr) |
WO (1) | WO2004001192A1 (fr) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7037046B2 (en) * | 2002-06-21 | 2006-05-02 | Jeffrey Robert Fergusson | Yielding strata bolt |
WO2007112481A1 (fr) * | 2006-04-06 | 2007-10-11 | Garford Pty Ltd | Boulon deformable pour roches |
WO2014123467A1 (fr) * | 2013-02-07 | 2014-08-14 | Våhlström Ola | Boulon de roche |
EP2195510A4 (fr) * | 2007-09-25 | 2015-07-29 | Hilti Ag | Procédé de fixation d'un câble ou d'une armature de précontrainte |
WO2019068787A1 (fr) * | 2017-10-06 | 2019-04-11 | Friedolf Mutschler | Système d'arrêt de clou de perceuse |
CN110118090A (zh) * | 2019-06-13 | 2019-08-13 | 河南理工大学 | 用于防止隧道注浆加固引起地表隆起的防护结构 |
Families Citing this family (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20100189515A1 (en) * | 2006-08-14 | 2010-07-29 | Brian Woolnough | tensoning device |
KR100915887B1 (ko) | 2006-08-22 | 2009-09-07 | 고려대학교 산학협력단 | 록볼트 고정용 그라우트 품질검사장치 |
DE102007055835A1 (de) * | 2007-12-17 | 2009-06-25 | Hilti Aktiengesellschaft | Schutzelement |
EP2395198B1 (fr) * | 2010-06-14 | 2017-09-20 | Minova International Limited | Boulon de câble |
US8757934B2 (en) * | 2010-08-10 | 2014-06-24 | Fci Holdings Delaware, Inc. | Fully grouted cable bolt |
US8967916B2 (en) * | 2011-05-05 | 2015-03-03 | Earth Support Services, Inc. | Mine roof support apparatus and system |
AU2015101987A4 (en) * | 2014-10-28 | 2020-10-01 | Fci Holdings Delaware, Inc. | End coupling for a rock bolt |
EP3314091B1 (fr) * | 2015-06-23 | 2020-04-29 | NCM Innovations (pty) Ltd | Système de distribution de coulis de ciment |
US10060809B1 (en) * | 2016-10-27 | 2018-08-28 | Larry C. Hoffman | Friction stabilizer pull tester and method |
CA2957748C (fr) | 2017-02-13 | 2018-05-01 | Lyle Kenneth Adams | Joint de boulon a roche |
CA3074313A1 (fr) * | 2017-09-07 | 2019-03-14 | Ncm Innovations (Pty) Ltd | Manchon de distribution d'enduit de jointoiement adapte |
IT201800002456A1 (it) * | 2018-02-07 | 2019-08-07 | Thur Srl | Elemento allungato di collegamento per ancoraggi e procedimento per la realizzazione e la posa in opera di un elemento allungato di collegamento per ancoraggi. |
CN108412526B (zh) * | 2018-05-14 | 2023-12-15 | 重庆大学 | 一种自适应分级预警锚杆 |
CN114607426A (zh) * | 2022-04-08 | 2022-06-10 | 中南大学 | 预应力弹簧机械涨壳端锚中空注浆长锚索全长锚固方法 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU1460313A1 (ru) * | 1987-01-07 | 1989-02-23 | Институт Горного Дела Со Ан Ссср | Способ установки трубчатого анкера |
EP0207030B1 (fr) * | 1985-06-17 | 1989-12-06 | Atlas Copco Aktiebolag | Méthode pour stabiliser une structure de poche |
US5018919A (en) * | 1989-04-15 | 1991-05-28 | Bergwerksverband Gmbh | Combined rigid profile and stretching roof bolt with expansion element |
DE4204533A1 (de) * | 1992-02-15 | 1993-08-19 | Gd Anker Gmbh & Co Kg | Injektionsbohranker |
DE29712094U1 (de) * | 1997-07-09 | 1997-09-11 | Bermüller & Co. GmbH, 90451 Nürnberg | Verpreßanker |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2281366B (en) * | 1993-08-16 | 1996-07-31 | Bridon Plc | Ribbed flexible member for casting into an anchorage medium |
US5791823A (en) * | 1996-12-06 | 1998-08-11 | Inco Limited | Yielding head for mine support |
US5882148A (en) * | 1997-02-07 | 1999-03-16 | Dm Technologies Ltd. | Apparatus for yielding support of rock |
US6270290B1 (en) * | 1997-02-14 | 2001-08-07 | Jennmar Corporation | Tensionable cable bolt |
US6074134A (en) * | 1997-02-14 | 2000-06-13 | Jennmar Corporation | Tensionable cable bolt |
AU2002953368A0 (en) * | 2002-12-16 | 2003-01-09 | Garford Pty Ltd | A yielding rock bolt |
US20040161316A1 (en) * | 2003-02-19 | 2004-08-19 | F.M. Locotos Co., Inc. | Tubular mining bolt and method |
-
2002
- 2002-06-21 AU AUPS3107A patent/AUPS310702A0/en not_active Abandoned
-
2003
- 2003-06-20 WO PCT/AU2003/000760 patent/WO2004001192A1/fr not_active Application Discontinuation
- 2003-06-20 CA CA2490111A patent/CA2490111C/fr not_active Expired - Fee Related
- 2003-06-20 US US10/518,340 patent/US20060093438A1/en not_active Abandoned
-
2005
- 2005-01-17 NO NO20050269A patent/NO20050269L/no not_active Application Discontinuation
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0207030B1 (fr) * | 1985-06-17 | 1989-12-06 | Atlas Copco Aktiebolag | Méthode pour stabiliser une structure de poche |
SU1460313A1 (ru) * | 1987-01-07 | 1989-02-23 | Институт Горного Дела Со Ан Ссср | Способ установки трубчатого анкера |
US5018919A (en) * | 1989-04-15 | 1991-05-28 | Bergwerksverband Gmbh | Combined rigid profile and stretching roof bolt with expansion element |
DE4204533A1 (de) * | 1992-02-15 | 1993-08-19 | Gd Anker Gmbh & Co Kg | Injektionsbohranker |
DE29712094U1 (de) * | 1997-07-09 | 1997-09-11 | Bermüller & Co. GmbH, 90451 Nürnberg | Verpreßanker |
Non-Patent Citations (1)
Title |
---|
DATABASE WPI Derwent World Patents Index; Class Q49, AN 1989-252469/35 * |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7037046B2 (en) * | 2002-06-21 | 2006-05-02 | Jeffrey Robert Fergusson | Yielding strata bolt |
WO2007112481A1 (fr) * | 2006-04-06 | 2007-10-11 | Garford Pty Ltd | Boulon deformable pour roches |
EP2195510A4 (fr) * | 2007-09-25 | 2015-07-29 | Hilti Ag | Procédé de fixation d'un câble ou d'une armature de précontrainte |
WO2014123467A1 (fr) * | 2013-02-07 | 2014-08-14 | Våhlström Ola | Boulon de roche |
US9835030B2 (en) | 2013-02-07 | 2017-12-05 | Ola Våhlström | Rock bolt |
AU2014215730B2 (en) * | 2013-02-07 | 2018-03-22 | Ola Vahlstrom | Rock bolt |
RU2648386C2 (ru) * | 2013-02-07 | 2018-03-26 | Рок Солюшнз Норз Аб | Анкер |
WO2019068787A1 (fr) * | 2017-10-06 | 2019-04-11 | Friedolf Mutschler | Système d'arrêt de clou de perceuse |
CN110118090A (zh) * | 2019-06-13 | 2019-08-13 | 河南理工大学 | 用于防止隧道注浆加固引起地表隆起的防护结构 |
CN110118090B (zh) * | 2019-06-13 | 2024-03-22 | 河南理工大学 | 用于防止隧道注浆加固引起地表隆起的防护结构 |
Also Published As
Publication number | Publication date |
---|---|
US20060093438A1 (en) | 2006-05-04 |
CA2490111C (fr) | 2012-03-13 |
AUPS310702A0 (en) | 2002-07-11 |
NO20050269L (no) | 2005-03-21 |
CA2490111A1 (fr) | 2003-12-31 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA2490111C (fr) | Systeme de boulons d'ancrage | |
JP3215381B2 (ja) | 定着装置を構築する方法、部材および鉄筋 | |
US7070362B2 (en) | Reinforcement unit for a reinforcing a footing element when laying pile foundations with a pile, and method for placing a foundation pile and reinforcement of a footing element | |
US7574840B1 (en) | Connector for reinforcing the attachment among structural components | |
US5775849A (en) | Coupler for ducts used in post-tension rock anchorage systems | |
EP0127221A1 (fr) | Pieu de fondation en béton et dispositif pour enfoncer celui-ci dans le sol | |
JPS61207800A (ja) | ロックボルト用引張材とその製造方法 | |
CN101413397A (zh) | 自钻孔岩石锚杆 | |
WO2011149420A1 (fr) | Boulon d'ancrage incorporé dans un coulis de ciment | |
CA2510178C (fr) | Boulon d'ancrage coulissant | |
AU2003232521B2 (en) | Rock bolting system | |
WO2005012691A1 (fr) | Boulon d'ancrage ameliore sous forme de cable | |
US5761870A (en) | Connecting structure of concrete blocks and connecting method therefor | |
KR100896963B1 (ko) | 락볼트 | |
AU2003234887B1 (en) | Rock bolt grouting | |
CA2405799C (fr) | Boulon d'ancrage et procede de fabrication et de mise en place | |
CA2466283C (fr) | Boulon d'ancrage | |
KR200203646Y1 (ko) | 2차 프리스트레스 도입용 보강재 정착구 | |
AU770287B2 (en) | Tube-formed rock bolt | |
WO1984000048A1 (fr) | Renforcement et delimitation de formations de terrain | |
RU2310722C2 (ru) | Армирующее устройство для армирования подошвы сваи при закладке свайного фундамента с использованием фундаментной сваи и способ установки фундаментной сваи и армирования ее подошвы | |
AU2002351425A1 (en) | Rock bolt | |
US20060150566A1 (en) | Anchoring system | |
KR102647436B1 (ko) | 주름관 앵커의 인장재 보강 구조 및 그 시공방법 | |
KR101582885B1 (ko) | 자유장 구간이 강화된 유닛앵커 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
WWE | Wipo information: entry into national phase |
Ref document number: 2003232521 Country of ref document: AU |
|
AK | Designated states |
Kind code of ref document: A1 Designated state(s): AE AG AL AM AT AU AZ BA BB BG BR BY BZ CA CH CN CO CR CU CZ DE DK DM DZ EC EE ES FI GB GD GE GH GM HR HU ID IL IN IS JP KE KG KP KR KZ LC LK LR LS LT LU LV MA MD MG MK MN MW MX MZ NI NO NZ OM PG PH PL PT RO RU SC SD SE SG SK SL TJ TM TN TR TT TZ UA UG US UZ VC VN YU ZA ZM ZW |
|
AL | Designated countries for regional patents |
Kind code of ref document: A1 Designated state(s): GH GM KE LS MW MZ SD SL SZ TZ UG ZM ZW AM AZ BY KG KZ MD RU TJ TM AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LU MC NL PT RO SE SI SK TR BF BJ CF CG CI CM GA GN GQ GW ML MR NE SN TD TG |
|
121 | Ep: the epo has been informed by wipo that ep was designated in this application | ||
WWE | Wipo information: entry into national phase |
Ref document number: 2490111 Country of ref document: CA |
|
122 | Ep: pct application non-entry in european phase | ||
ENP | Entry into the national phase |
Ref document number: 2006093438 Country of ref document: US Kind code of ref document: A1 |
|
WWE | Wipo information: entry into national phase |
Ref document number: 10518340 Country of ref document: US |
|
WWP | Wipo information: published in national office |
Ref document number: 10518340 Country of ref document: US |
|
NENP | Non-entry into the national phase |
Ref country code: JP |
|
WWW | Wipo information: withdrawn in national office |
Country of ref document: JP |