WO2004099569A1 - Method and device for rock bolting - Google Patents
Method and device for rock bolting Download PDFInfo
- Publication number
- WO2004099569A1 WO2004099569A1 PCT/SE2004/000731 SE2004000731W WO2004099569A1 WO 2004099569 A1 WO2004099569 A1 WO 2004099569A1 SE 2004000731 W SE2004000731 W SE 2004000731W WO 2004099569 A1 WO2004099569 A1 WO 2004099569A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- tension element
- bore hole
- tubular bolt
- bolt
- medium
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims abstract description 23
- 239000011435 rock Substances 0.000 title claims abstract description 22
- 238000004873 anchoring Methods 0.000 claims abstract description 6
- 230000009172 bursting Effects 0.000 claims description 9
- 238000009434 installation Methods 0.000 claims description 8
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 238000004891 communication Methods 0.000 claims description 3
- 239000011230 binding agent Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 239000004568 cement Substances 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000007306 turnover 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
-
- 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
- E21D21/0073—Anchoring-bolts having an inflatable sleeve, e.g. hollow sleeve expanded by a fluid
Definitions
- This invention concerns a method and a device for rock bolting according to the preambles of claims 1 and 11 respectively.
- Pre-stressed wire bolts for rock enforcement are installed by grouting the wire bolt in a bore hole in the rock to be reinforced.
- cement concrete or any other binding agent is used as cement.
- the pre-tension will occur only along the part of the wire which is pulled free from the set binding agent.
- the length of the part being pulled free from binding agent is undefined which is a problem regarding the security of the fastener.
- pre-tension can be applied to the bolt before grouting thereof with a settable agent, which result in that the pre-tension will be well defined along a complete length of an element of the bolt and that the security of the installation is increased.
- the same channel for transmitting the said settable agent provides means which open for communication with the outside of the tension element through pressurizing to a certain pressure level
- the same channel may be used for transmitting expansion medium and settable medium.
- the said pressure level is set such that the channel opens at a pressure increase with a certain ⁇ -pressure above the expansion pressure.
- the tension element is used for transmission of medium for expanding the tubular bolt, wherefore the tension element comprises a through channel for transmission of pressure water or the like.
- the settable medium is transmitted through a channel in the tension element, wherein in particular it is preferred that it is this channel which can be opened through pressurizing to a certain pressure level which exceeds a certain predetermined threshold value.
- the bursting plate can be an integral part of the material in the tension element, for example a drilled-out or milled-out portion having a certain remaining material thickness, which allows shearing of the material when said pressure level is reached.
- Fig 1 shows a disassembled perspective view of a device for rock bolting according to the invention
- Fig 2 shows, partly in section, the device in Fig 1, assembled and inserted into a bore hole
- Fig 3 shows a detail of the device in Fig 1 and 2 with a bursting plate
- Fig 4 shows diagrammatically a block diagram of steps included in a method according to the invention
- Figs 5 and 6 show diagrammatically alternative devices according to the invention.
- numeral 1 generally denotes a device for rock bolting including pre-stressing a rock bolt and with a tubular expandable rock bolt, essentially of the kind which is described in US-A-4459067 (Atlas Copco AB) .
- the tubular bolt includes in general an expandable portion 5 and a fastening portion 6, into which is attachable a tubular tension element 3 including an inner portion 7 having a thread for cooperation with the fastening portion 6 and a female thread for cooperation with a tension section 8, which in turn over a joining element 9 is arranged to be threaded to one further tension section 8.
- the parts included in the tension element 3 are standard components, which can be combined as desired, for example for adjustment to the depth of a bore hole wherein the device 1 is intended to be inserted.
- An abutment element 4 includes an abutment plate 10 and a tension nut 11, which cooperates with an outside tension section 8, is arranged outside an insertion opening of said bore hole.
- Fig 2 shows the device in Fig 1 in an assembled state and inserted into a bore hole 12, which is drilled in a rock structure 20.
- the bore hole 12 provides an insertion opening 13, an outer. portion 14 and an inner portion 15.
- the outside end 29 of the outermost tension section 8 is after insertion of the device into the bore hole 12 connected to a pressure water source or the like for transmitting a pressure of as an example 300 bar to the expandable portion 5.
- This expandable portion 5 will thereby be brought to firm anchoring against the inside of the inner portion 15 of the bore hole 12 so that already in this step a considerable anchoring of the complete rock bolt will occur.
- the tension element consisting of the parts 7, 8 and 9 may now be pre-stressed, which is made in such a way that the abutment plate 10 is pressed against the rock face 20 around the insertion opening 13 with the aid of the tension nut 11, which is tightened to a predetermined torque value.
- the device is now grouted-in in order to reinforce the anchoring as well as for assistance against corrosion, by injecting a settable medium into the space 27 between the tension element and the wall of the bore hole 12.
- this is achieved in such a way that the channel inside the tension element is pressurized with a pressure which exceeds the pressure for expanding the expandable portion 5 and which is chosen to such a level that a bursting plate ⁇ , which is positioned in the inner part 7 of the tension element, bursts so that an open channel is formed between this channel 19 and said space 27.
- the device is connected at its end portion 29 to a cement pump or any other source of a suitable settable medium.
- Fig 3 shows a detail of an inner portion 7 of a tension element with a bursting plate 16, which in this case is integrated in the material of the portion 7 in such a way that a milling operation 17 has been made so that the surrounding portion 18 of the bursting plate 6 provides a material thickness that can be sheared off at a certain pressurizing level.
- Position 21 denotes the start of the sequence
- Position 22 concerns assembling a device for rock bolting and inserting thereof into a bore hole
- Position 23 concerns expansion of a tubular bolt
- Position 24 concerns pre-stressing of a tension element
- Position 25 grouting of settable material
- Position 26 end of the sequence
- the invention can be modified within the scope of the following claims, and as an example a device for rock bolting can be used, wherein medium for expanding the tubular bolt as well as settable medium is transmitted otherwise than through the tension element, for example through separate inserted and removable element (28 in Fig 5), wherein in that case the tension element can be made homogenous.
- the bursting plate can be a separate element inserted inside the tension element and also other means for establishing a channel for transmitting the settable medium can be used, for example an element having a valve function may be used.
- a further example is the use of a break-pin which is sheared off at a certain pressure and fixes a potentially movable valve element .
- the tension element as an example can be anchored in a way that is shown in Fig 6, through clamping of a tension element 29 between an expandable bolt 2 and the wall of the bore hole, wherein the tension element in that case can be formed of a wire, which then can be pre-tensioned and anchored and be secured against corrosion through injection of cement or any other binding agent according to the above.
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)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Dowels (AREA)
- Joining Of Building Structures In Genera (AREA)
- Control Of Metal Rolling (AREA)
Priority Applications (15)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BRPI0410171-5A BRPI0410171B1 (pt) | 2003-05-12 | 2004-05-12 | método e dispositivo para aparafusamento de ancoragem |
CA2523296A CA2523296C (en) | 2003-05-12 | 2004-05-12 | Method and device for rock bolting |
US10/554,615 US7318689B2 (en) | 2003-05-12 | 2004-05-12 | Method and device for rock bolting |
DE602004011206T DE602004011206T2 (de) | 2003-05-12 | 2004-05-12 | Verfahren und vorrichtung zum setzen von gebirgsankern |
EP04732530A EP1623093B1 (en) | 2003-05-12 | 2004-05-12 | Method and device for rock bolting |
CN2004800128688A CN1788139B (zh) | 2003-05-12 | 2004-05-12 | 用于岩石锚杆的方法和装置 |
KR1020057021324A KR101089019B1 (ko) | 2003-05-12 | 2004-05-12 | 록 볼팅 방법 및 록 볼팅 장치 |
DK04732530T DK1623093T3 (da) | 2003-05-12 | 2004-05-12 | Fremgangsmåde og indretning til klippeboltning |
SI200430647T SI1623093T1 (sl) | 2003-05-12 | 2004-05-12 | Postopek in priprava za sidranje v skalo |
AU2004236621A AU2004236621B2 (en) | 2003-05-12 | 2004-05-12 | Method and device for rock bolting |
PL04732530T PL1623093T3 (pl) | 2003-05-12 | 2004-05-12 | Sposób i urządzenie do kotwienia skał |
JP2006508053A JP4484869B2 (ja) | 2003-05-12 | 2004-05-12 | ロックボルト打ち方法及び装置 |
IL171671A IL171671A (en) | 2003-05-12 | 2005-10-30 | Method and device for rock bolting |
NO20055861A NO20055861L (no) | 2003-05-12 | 2005-12-09 | Fremgangsmate og apparat for fjellbolting |
HR20080032T HRP20080032T3 (en) | 2003-05-12 | 2008-01-21 | Method and device for rock bolting |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE0301376-0 | 2003-05-12 | ||
SE0301376A SE525765C2 (sv) | 2003-05-12 | 2003-05-12 | Förfarande och anordning för bergbultning |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2004099569A1 true WO2004099569A1 (en) | 2004-11-18 |
Family
ID=20291274
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/SE2004/000731 WO2004099569A1 (en) | 2003-05-12 | 2004-05-12 | Method and device for rock bolting |
Country Status (21)
Country | Link |
---|---|
EP (1) | EP1623093B1 (ru) |
JP (1) | JP4484869B2 (ru) |
KR (1) | KR101089019B1 (ru) |
CN (1) | CN1788139B (ru) |
AT (1) | ATE383496T1 (ru) |
AU (1) | AU2004236621B2 (ru) |
BR (1) | BRPI0410171B1 (ru) |
CA (1) | CA2523296C (ru) |
DE (1) | DE602004011206T2 (ru) |
DK (1) | DK1623093T3 (ru) |
ES (1) | ES2297418T3 (ru) |
HR (1) | HRP20080032T3 (ru) |
IL (1) | IL171671A (ru) |
NO (1) | NO20055861L (ru) |
PL (1) | PL1623093T3 (ru) |
PT (1) | PT1623093E (ru) |
RU (1) | RU2340775C2 (ru) |
SE (1) | SE525765C2 (ru) |
SI (1) | SI1623093T1 (ru) |
WO (1) | WO2004099569A1 (ru) |
ZA (1) | ZA200508165B (ru) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103174445B (zh) * | 2013-03-25 | 2015-10-28 | 韩雪峰 | 一种射孔大头注浆恒阻锚杆 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3326004A (en) * | 1962-07-05 | 1967-06-20 | Chester I Williams | Procedure for reinforcing a rock formation |
US3695045A (en) * | 1970-02-03 | 1972-10-03 | Chester I Williams | Rock bolts |
US4459067A (en) * | 1979-03-09 | 1984-07-10 | Atlas Copco Aktiebolag | Method of rock bolting and tube-formed expansion bolt |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2065667U (zh) * | 1990-05-16 | 1990-11-14 | 山东矿业学院 | 内注浆锚杆及注浆时配套用的逆止阀 |
CN2448925Y (zh) * | 2000-07-24 | 2001-09-19 | 陶纪南 | 胀裂式压力型预应力注浆锚具 |
-
2003
- 2003-05-12 SE SE0301376A patent/SE525765C2/sv not_active IP Right Cessation
-
2004
- 2004-05-12 SI SI200430647T patent/SI1623093T1/sl unknown
- 2004-05-12 PL PL04732530T patent/PL1623093T3/pl unknown
- 2004-05-12 PT PT04732530T patent/PT1623093E/pt unknown
- 2004-05-12 CN CN2004800128688A patent/CN1788139B/zh not_active Expired - Fee Related
- 2004-05-12 WO PCT/SE2004/000731 patent/WO2004099569A1/en active IP Right Grant
- 2004-05-12 RU RU2005138308/03A patent/RU2340775C2/ru not_active IP Right Cessation
- 2004-05-12 DE DE602004011206T patent/DE602004011206T2/de not_active Expired - Lifetime
- 2004-05-12 DK DK04732530T patent/DK1623093T3/da active
- 2004-05-12 ES ES04732530T patent/ES2297418T3/es not_active Expired - Lifetime
- 2004-05-12 ZA ZA200508165A patent/ZA200508165B/xx unknown
- 2004-05-12 AT AT04732530T patent/ATE383496T1/de active
- 2004-05-12 KR KR1020057021324A patent/KR101089019B1/ko not_active IP Right Cessation
- 2004-05-12 CA CA2523296A patent/CA2523296C/en not_active Expired - Fee Related
- 2004-05-12 AU AU2004236621A patent/AU2004236621B2/en not_active Ceased
- 2004-05-12 EP EP04732530A patent/EP1623093B1/en not_active Expired - Lifetime
- 2004-05-12 BR BRPI0410171-5A patent/BRPI0410171B1/pt not_active IP Right Cessation
- 2004-05-12 JP JP2006508053A patent/JP4484869B2/ja not_active Expired - Fee Related
-
2005
- 2005-10-30 IL IL171671A patent/IL171671A/en not_active IP Right Cessation
- 2005-12-09 NO NO20055861A patent/NO20055861L/no not_active Application Discontinuation
-
2008
- 2008-01-21 HR HR20080032T patent/HRP20080032T3/xx unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3326004A (en) * | 1962-07-05 | 1967-06-20 | Chester I Williams | Procedure for reinforcing a rock formation |
US3695045A (en) * | 1970-02-03 | 1972-10-03 | Chester I Williams | Rock bolts |
US4459067A (en) * | 1979-03-09 | 1984-07-10 | Atlas Copco Aktiebolag | Method of rock bolting and tube-formed expansion bolt |
Also Published As
Publication number | Publication date |
---|---|
EP1623093A1 (en) | 2006-02-08 |
RU2340775C2 (ru) | 2008-12-10 |
PL1623093T3 (pl) | 2008-06-30 |
ES2297418T3 (es) | 2008-05-01 |
HRP20080032T3 (en) | 2008-02-29 |
CN1788139A (zh) | 2006-06-14 |
SE525765C2 (sv) | 2005-04-19 |
CN1788139B (zh) | 2012-02-01 |
IL171671A (en) | 2010-11-30 |
SI1623093T1 (sl) | 2008-06-30 |
DE602004011206T2 (de) | 2008-12-24 |
CA2523296A1 (en) | 2004-11-18 |
AU2004236621B2 (en) | 2009-07-23 |
CA2523296C (en) | 2012-06-26 |
AU2004236621A1 (en) | 2004-11-18 |
DE602004011206D1 (de) | 2008-02-21 |
DK1623093T3 (da) | 2008-04-28 |
ZA200508165B (en) | 2007-04-25 |
SE0301376D0 (sv) | 2003-05-12 |
EP1623093B1 (en) | 2008-01-09 |
SE0301376L (sv) | 2004-11-13 |
BRPI0410171A (pt) | 2006-05-16 |
PT1623093E (pt) | 2008-02-22 |
BRPI0410171B1 (pt) | 2020-11-03 |
KR101089019B1 (ko) | 2011-12-01 |
ATE383496T1 (de) | 2008-01-15 |
JP2006526091A (ja) | 2006-11-16 |
NO20055861L (no) | 2006-01-24 |
JP4484869B2 (ja) | 2010-06-16 |
KR20060011862A (ko) | 2006-02-03 |
RU2005138308A (ru) | 2006-04-27 |
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