WO1994017283A1 - Means for anchoring a rock bolt made of concrete steel in a drill hole - Google Patents

Means for anchoring a rock bolt made of concrete steel in a drill hole Download PDF

Info

Publication number
WO1994017283A1
WO1994017283A1 PCT/FI1994/000014 FI9400014W WO9417283A1 WO 1994017283 A1 WO1994017283 A1 WO 1994017283A1 FI 9400014 W FI9400014 W FI 9400014W WO 9417283 A1 WO9417283 A1 WO 9417283A1
Authority
WO
WIPO (PCT)
Prior art keywords
body portion
anchoring means
tabs
rock bolt
bolt
Prior art date
Application number
PCT/FI1994/000014
Other languages
French (fr)
Inventor
Markku Launiemi
Original Assignee
Tamrock Oy
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 Tamrock Oy filed Critical Tamrock Oy
Priority to CA002154901A priority Critical patent/CA2154901C/en
Priority to AU58349/94A priority patent/AU675282B2/en
Priority to PL94309944A priority patent/PL172767B1/en
Priority to EP94904195A priority patent/EP0680545B1/en
Priority to JP51639694A priority patent/JP3230160B2/en
Priority to DE69408570T priority patent/DE69408570T2/en
Publication of WO1994017283A1 publication Critical patent/WO1994017283A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/008Anchoring or tensioning means

Definitions

  • the invention relates to an anchoring means for anchoring a rock bolt in a drill hole, comprising a body portion intended to be positioned around the rock bolt; gripping tabs projecting radially from the body portion, the tips of the gripping tabs being intended to be pressed against the inner surface of the drill hole; and a longitudinal slit extending over the entire length of the body portion; the body portion being arranged to yield resiliently on installing it around the rock bolt and comprising fixing tabs projecting from the body portion towards the inside of the body portion and being intended to be pressed against the outer surface of the rock bolt.
  • Rock bolts are installed by grouting them in a drilled hole with resin or concrete, depending on the application.
  • various ways are used to anchor the bolt in the drill hole either at the end close to the rock surface or at the opposite end.
  • One widely used anchoring arrangement comprises a wedge provided at the end of the rock bolt and an associated expansion part. When the bolt is inserted into the drill hole, the wedge penetrates inside the expansion part, thus spreading it against the surface of the hole while wedging the bolt in position.
  • the bolt may be prestressed during the hardening of concrete to some extent by a nut attached to its one end so as to reinforce the rock.
  • the projections are directed towards the end close to the surface of the hole, they lock the bolt so that it cannot be easily withdrawn from the hole but will stay in position during the harden ⁇ ing of concrete.
  • a drawback of this arrangement is that the projections are rather weak and the bolt cannot be prestressed before the drying of concrete but the projections merely keep the bolt itself in position.
  • the anchoring means of the DE document is not as such suitable for use when the bolts are concrete steels having a surface with protuberances to which the anchoring means cannot be attached.
  • One object of the present invention is to provide an anchoring means for rock bolts which is suitable for use with various rock bolts and especial ⁇ ly with concrete steels and which is easy to install around such a rock bolt at a desired position.
  • Another object of the invention is to provide an anchoring means by means of which the bolt can be prestressed reasonably immediately after it has been installed before the concrete has hardened.
  • the anchoring means according to the invention is characterized in that the fixing tabs are inclined in opposite directions with respect to each other so that some fixing tabs prevent the sliding of the anchoring means in the longitudinal direction of the rock bolt against the insertion direction while the other fixing tabs prevent the sliding of the rock bolt in the opposite direction with respect to the anchoring means when the rock bolt is being prestressed, and that the width of the longitudinal slit of the body portion is such that the rock bolt can be inserted through the slit inside the body portion.
  • the anchoring means is made of a sheet-like portion bent into a curved shape such that it can be fitted around a rock bolt, thus forming a body portion with a longitudinal slit on one side in order that the body portion would yield resiliently when it is being installed around the rock bolt.
  • the slit has a width such that the rock bolt, espe ⁇ cially a concrete steel used as a rock bolt, can be inserted inside the anchoring means.
  • gripping tabs project from the body portion, the tabs having a greater width close to the body portion and tapering towards the tip and being bent so that the diameter of a circle drawn through the tips is greater than the diameter of a hole drilled for the bolt.
  • the body portion comprises fixing tabs projecting toward the inside so that the tabs will be positioned against the surface of the rock bolt, thus locking the anchoring means in the longitudinal direction of the rock bolt.
  • the body portion comprises gripping tabs at least at two points in its longitudinal direction.
  • the preferred embodiment of the invention is further based on the idea that the body portion comprises fixing tabs projecting towards the inside of the body portion at least at two successive points in the longitudinal direction of the body portion.
  • the preferred embodiment of the invention is further based on the idea that the anchoring means is made of a sheet in which the gripping tabs and the fixing tabs are formed either by cutting or by perforating the sheet in a suitable manner and then bending each tab in the respective direction.
  • an advantage of the arrangement according to the invention is that the anchoring means is easy to install around the rock bolt by pushing it over the bolt from the end or preferably from the side, so that the anchoring means, being resilient, yields.
  • the slit in the side of the anchoring means expands, thus allowing the rock bolt, such as a concrete steel, to pass through it.
  • the gripping tabs may be of a desired stiffness so that the rock bolt can be pre ⁇ stressed.
  • Still another advantage of the anchoring means of the invention is that it is simple and easy to manufacture and the resulting operating costs are thus low.
  • Figure 1 is a schematic view of an anchoring means according to the invention as seen in the longitudinal direction of the rock bolt;
  • Figure 2 is a schematic partial sectional side view of an anchoring means according to the invention when installed around a rock bolt;
  • Figure 3 is a schematic view of a blank for an anchoring means according to the invention before it has been bent into a desired shape.
  • Figure 1 shows an anchoring means according to the invention, comprising a body portion 1 and gripping tabs 2 and 3 projecting outward from the body portion.
  • the anchoring means further comprises fixing tabs 4,5 projecting towards the inside of the curved body portion 1 (only the upper fixing tabs are shown in the figure).
  • the body portion 1 is curved in such a way that it surrounds a rock bolt 6, such as a con ⁇ crete steel used as a rock bolt, partially when installed in position.
  • the body portion 1 has on one side a slit la having a width smaller than the dia ⁇ meter of the rock bolt at the installation point of the anchoring means.
  • the body portion 1 is arranged to yield so that a rock bolt, such as a concrete steel, can be inserted through the slit la inside the body portion 1 of the anchoring means.
  • the gripping tabs 2 and 3 are relatively wide at the end close to the body portion 1 and taper towards the tip so that the tip portions will be suitably flexible while they, however, are very firm and rigid, resist- ing even a relatively high load when installed in the drill hole.
  • the shape of the gripping tabs enables the bolt with its anchoring means to be inserted into a hole filled with concrete as the relatively wide gaps between the gripping tabs allow a free flow of the concrete.
  • the gripping tabs 2 and 3 are unequal in length. This is because the diameter of the drill bit decreases as the drill bit wears out. The inner diameter of the formed hole thereby decreases correspondingly, and the longer gripping tabs 2 may be bent excessively in parallel with the walls of the hole so that their ability to lock the bolt in position deteriorates. As the shorter gripping tabs 3 thus remain at a wider angle, they ensure that the bolt will be anchored reliably even when using drill bits worn out in different ways.
  • the gripping tabs 2 and 3 of the anchoring means also centre the upper end of the bolt in the hole, thus ensuring that the concrete or resin used as a grouting material will surround the bolt on all sides. This is especially important in order that the bolt could be separated from ground water causing the bolt to be corroded.
  • the concrete or resin surrounds the bolt on all sides over its entire length, cor- rosion can be prevented and thus the bolt will not deteriorate and possibly break in the long run.
  • the bolt is to be centred reliably over its entire length, it can be provided with a number of anchoring means with suitable mutual spacings in the axial direction of the bolt.
  • Figure 2 is a partial sectional side view of the anchoring means according to the invention when installed around a rock bolt.
  • the upper fixing tab 4 and the lower fixing tab 5 are positioned between gripping protuberances 6a on the surface of a concrete steel used as the rock bolt and lock the anchoring means longitudinally immovably around the concrete steel.
  • the gripping tabs 2 and 3 project obliquely outward from the body portion 1 so that the concrete steel with its anchor ⁇ ing means can be pushed into a rock hole.
  • the tabs 2 and 3 bend, remaining in an inclined position with respect to the inner surface of the hole.
  • Figure 3 shows a blank for the preferred embodi ⁇ ment of the anchoring means according to the inven- tion.
  • the blank has been cut out of a metal sheet.
  • the edges of the fixing tabs 4 and 5 and the gripping tabs 2 and 3 have been cut so that they can be bent outward from the sheet.
  • the anchoring means is obtained from the blank by bending the fixing tabs 4 and 5 in one direction and the gripping tabs 2 and 3 in the opposite direction with respect to the body portion 1 and bending the body portion 1 into a curved shape, as shown in Figure 1.
  • the anchoring means according to the invention is simple and inexpensive to manufacture and extremely easy to use.
  • the anchoring means is installed around a rock bolt, such as a concrete steel, simply by pushing it in position in the transverse direction of the rock bolt, so that, being made of steel of a suitable thickness, the body portion 1 yields, allowing the slit la to enlarge so as to correspond to the outer dimension of the rock bolt.
  • the gripping tabs 2 and 3 and the fixing tabs 4 and 5 being similarly made of a material of a suitable thickness, anchor the rock bolt, such as a concrete steel, so firmly to the inner surface of the hole that the bolt can be prestressed for reinforcing the rock before the grout, such as concrete, has hardened.
  • the anchoring means need not be made as described above, i.e. by cutting and bending a sheet, but it may also be made by casting or in some other suitable manner, provided that the structure and operation are essentially similar.
  • the number of the gripping tabs need not be three, as in the figures, but it may vary, if only the tabs are sufficiently rigid and firm.
  • the gripping tabs may be positioned at a single point in the longitudinal direction of the bolt or more than two successive tabs may be provided.
  • the body portion 1 need not necessarily be bent into a uniformly curved shape but it may also be gently angular in shape or of any other suitable shape, provided that it surrounds the concrete steel essentially on all sides, as shown in the figures, and that its fixing tabs are posi ⁇ tioned between the protuberances 6b of the surface of the concrete steel.
  • the fixing means may be advan ⁇ tageously and easily made of steel or steel sheet but other materials of sufficient strength, such as various metals and alloys, are possible as well.
  • the anchoring means according to the invention may be used not only with a concrete steel described by way of example but also with rock bolts of other kinds, such as smooth rock bolts, rock bolts having protuberances or recesses on the surface, etc.
  • the tips of the fixing tabs are sharp so that they penetrate into the smooth surface of the bolt, thus locking the anchoring means to it.
  • rock bolts having a surface with pro ⁇ tuberances or recesses it is not essential that the tips are sharp but the tips of the fixing tabs may be blunt or even curved in shape.
  • the rock bolt may be installed in the anchoring means from the end of it, and the longitudinal slit enables the inner diameter of the anchoring means to be enlarged when the rock bolt is pushed inside it from the end.
  • the longitudinal slit of the anchoring means is so wide that the rock bolt can be inserted from the side of the anchoring means so that the anchoring means is simpler and easier to install along the length of the rock bolt.

Abstract

An anchoring means for anchoring a rock bolt made of concrete steel in a drill hole. The anchoring means comprises a body portion (1) intended to surround the concrete steel (6) and having a longitudinal slit (1a) at one side. The body portion (1) further comprises fixing tabs (4, 5) on the inside and gripping tabs (2, 3) on the outside for gripping the inner surface of the hole. The concrete steel (6) is inserted through the slit (1a) inside the body portion (1) so that the fixing tabs (4, 5) are positioned between the gripping protuberances (6a) of the concrete steel (6) and lock the anchoring means immovably in the longitudinal direction of the steel (6).

Description

Means for anchoring a rock bolt made of concrete steel in a drill hole
The invention relates to an anchoring means for anchoring a rock bolt in a drill hole, comprising a body portion intended to be positioned around the rock bolt; gripping tabs projecting radially from the body portion, the tips of the gripping tabs being intended to be pressed against the inner surface of the drill hole; and a longitudinal slit extending over the entire length of the body portion; the body portion being arranged to yield resiliently on installing it around the rock bolt and comprising fixing tabs projecting from the body portion towards the inside of the body portion and being intended to be pressed against the outer surface of the rock bolt.
Rock bolts are installed by grouting them in a drilled hole with resin or concrete, depending on the application. To install a bolt in a drill hole so that it stays in position during the grouting and especial¬ ly during the hardening of grout, various ways are used to anchor the bolt in the drill hole either at the end close to the rock surface or at the opposite end. One widely used anchoring arrangement comprises a wedge provided at the end of the rock bolt and an associated expansion part. When the bolt is inserted into the drill hole, the wedge penetrates inside the expansion part, thus spreading it against the surface of the hole while wedging the bolt in position. In this arrangement the bolt may be prestressed during the hardening of concrete to some extent by a nut attached to its one end so as to reinforce the rock. Another known way to anchor a rock bolt is to wedge it at the end close to the hole by means of separate wedges. In this case, the bolt cannot be prestressed, but the rock is reinforced merely by the bond formed between the bolt and the rock when the concrete hardens. DE 32 04 417 teaches an arrangement in which the bolt is anchored in the drill hole by means of a separate anchoring member placed around the bolt. The anchoring member is formed by a fixing sleeve having tooth-like projections at the edge. In this arrange- ment the sleeve is pushed over the bolt and the projections have been bent so that they touch the inner surface of the hole when the bolt is inserted into the hole. As the projections are directed towards the end close to the surface of the hole, they lock the bolt so that it cannot be easily withdrawn from the hole but will stay in position during the harden¬ ing of concrete. A drawback of this arrangement is that the projections are rather weak and the bolt cannot be prestressed before the drying of concrete but the projections merely keep the bolt itself in position. Moreover, the anchoring means of the DE document is not as such suitable for use when the bolts are concrete steels having a surface with protuberances to which the anchoring means cannot be attached.
One object of the present invention is to provide an anchoring means for rock bolts which is suitable for use with various rock bolts and especial¬ ly with concrete steels and which is easy to install around such a rock bolt at a desired position. Another object of the invention is to provide an anchoring means by means of which the bolt can be prestressed reasonably immediately after it has been installed before the concrete has hardened. The anchoring means according to the invention is characterized in that the fixing tabs are inclined in opposite directions with respect to each other so that some fixing tabs prevent the sliding of the anchoring means in the longitudinal direction of the rock bolt against the insertion direction while the other fixing tabs prevent the sliding of the rock bolt in the opposite direction with respect to the anchoring means when the rock bolt is being prestressed, and that the width of the longitudinal slit of the body portion is such that the rock bolt can be inserted through the slit inside the body portion.
An essential feature of the invention is that the anchoring means is made of a sheet-like portion bent into a curved shape such that it can be fitted around a rock bolt, thus forming a body portion with a longitudinal slit on one side in order that the body portion would yield resiliently when it is being installed around the rock bolt. An essential feature of the preferred embodiment of the invention is that the slit has a width such that the rock bolt, espe¬ cially a concrete steel used as a rock bolt, can be inserted inside the anchoring means. Another essential feature of the invention is that gripping tabs project from the body portion, the tabs having a greater width close to the body portion and tapering towards the tip and being bent so that the diameter of a circle drawn through the tips is greater than the diameter of a hole drilled for the bolt. Still another essential feature of the invention is that the body portion comprises fixing tabs projecting toward the inside so that the tabs will be positioned against the surface of the rock bolt, thus locking the anchoring means in the longitudinal direction of the rock bolt. Another essential feature of the preferred embodiment of the invention is that the body portion comprises gripping tabs at least at two points in its longitudinal direction. The preferred embodiment of the invention is further based on the idea that the body portion comprises fixing tabs projecting towards the inside of the body portion at least at two successive points in the longitudinal direction of the body portion. The preferred embodiment of the invention is further based on the idea that the anchoring means is made of a sheet in which the gripping tabs and the fixing tabs are formed either by cutting or by perforating the sheet in a suitable manner and then bending each tab in the respective direction.
An advantage of the arrangement according to the invention is that the anchoring means is easy to install around the rock bolt by pushing it over the bolt from the end or preferably from the side, so that the anchoring means, being resilient, yields. In the preferred embodiment, the slit in the side of the anchoring means expands, thus allowing the rock bolt, such as a concrete steel, to pass through it. Another advantage of the anchoring means according to the invention is that the gripping tabs may be of a desired stiffness so that the rock bolt can be pre¬ stressed. Still another advantage of the anchoring means of the invention is that it is simple and easy to manufacture and the resulting operating costs are thus low.
In the following the invention will be described in greater detail with reference to the attached drawings, in which
Figure 1 is a schematic view of an anchoring means according to the invention as seen in the longitudinal direction of the rock bolt;
Figure 2 is a schematic partial sectional side view of an anchoring means according to the invention when installed around a rock bolt; and
Figure 3 is a schematic view of a blank for an anchoring means according to the invention before it has been bent into a desired shape. Figure 1 shows an anchoring means according to the invention, comprising a body portion 1 and gripping tabs 2 and 3 projecting outward from the body portion. The anchoring means further comprises fixing tabs 4,5 projecting towards the inside of the curved body portion 1 (only the upper fixing tabs are shown in the figure). The body portion 1 is curved in such a way that it surrounds a rock bolt 6, such as a con¬ crete steel used as a rock bolt, partially when installed in position. The body portion 1 has on one side a slit la having a width smaller than the dia¬ meter of the rock bolt at the installation point of the anchoring means. Moreover, the body portion 1 is arranged to yield so that a rock bolt, such as a concrete steel, can be inserted through the slit la inside the body portion 1 of the anchoring means. The gripping tabs 2 and 3 are relatively wide at the end close to the body portion 1 and taper towards the tip so that the tip portions will be suitably flexible while they, however, are very firm and rigid, resist- ing even a relatively high load when installed in the drill hole. Furthermore, the shape of the gripping tabs enables the bolt with its anchoring means to be inserted into a hole filled with concrete as the relatively wide gaps between the gripping tabs allow a free flow of the concrete.
In the preferred embodiment the gripping tabs 2 and 3 are unequal in length. This is because the diameter of the drill bit decreases as the drill bit wears out. The inner diameter of the formed hole thereby decreases correspondingly, and the longer gripping tabs 2 may be bent excessively in parallel with the walls of the hole so that their ability to lock the bolt in position deteriorates. As the shorter gripping tabs 3 thus remain at a wider angle, they ensure that the bolt will be anchored reliably even when using drill bits worn out in different ways.
The gripping tabs 2 and 3 of the anchoring means also centre the upper end of the bolt in the hole, thus ensuring that the concrete or resin used as a grouting material will surround the bolt on all sides. This is especially important in order that the bolt could be separated from ground water causing the bolt to be corroded. When the concrete or resin surrounds the bolt on all sides over its entire length, cor- rosion can be prevented and thus the bolt will not deteriorate and possibly break in the long run. If the bolt is to be centred reliably over its entire length, it can be provided with a number of anchoring means with suitable mutual spacings in the axial direction of the bolt.
Figure 2 is a partial sectional side view of the anchoring means according to the invention when installed around a rock bolt. As appears from the figure, the upper fixing tab 4 and the lower fixing tab 5 are positioned between gripping protuberances 6a on the surface of a concrete steel used as the rock bolt and lock the anchoring means longitudinally immovably around the concrete steel. The gripping tabs 2 and 3 project obliquely outward from the body portion 1 so that the concrete steel with its anchor¬ ing means can be pushed into a rock hole. As the outer dimension of the bolt with the anchoring means is larger than the diameter of the hole, the tabs 2 and 3 bend, remaining in an inclined position with respect to the inner surface of the hole. After the rock bolt 6 has been pushed to the bottom of the drill hole, it has been locked in position in the hole, and the tabs 2 and 3 press the body portion 1 against the concrete steel, thus keeping the fixing tab between the pro- tuberances 6a of the concrete steel so that the concrete steel cannot be detached from the anchoring means.
Figure 3 shows a blank for the preferred embodi¬ ment of the anchoring means according to the inven- tion. The blank has been cut out of a metal sheet. At the same time the edges of the fixing tabs 4 and 5 and the gripping tabs 2 and 3 have been cut so that they can be bent outward from the sheet. The anchoring means is obtained from the blank by bending the fixing tabs 4 and 5 in one direction and the gripping tabs 2 and 3 in the opposite direction with respect to the body portion 1 and bending the body portion 1 into a curved shape, as shown in Figure 1.
The anchoring means according to the invention is simple and inexpensive to manufacture and extremely easy to use. The anchoring means is installed around a rock bolt, such as a concrete steel, simply by pushing it in position in the transverse direction of the rock bolt, so that, being made of steel of a suitable thickness, the body portion 1 yields, allowing the slit la to enlarge so as to correspond to the outer dimension of the rock bolt. The gripping tabs 2 and 3 and the fixing tabs 4 and 5, being similarly made of a material of a suitable thickness, anchor the rock bolt, such as a concrete steel, so firmly to the inner surface of the hole that the bolt can be prestressed for reinforcing the rock before the grout, such as concrete, has hardened.
The invention has been described above and in the drawings by way of example, and it is not re- stricted to the embodiment disclosed. The anchoring means need not be made as described above, i.e. by cutting and bending a sheet, but it may also be made by casting or in some other suitable manner, provided that the structure and operation are essentially similar. The number of the gripping tabs need not be three, as in the figures, but it may vary, if only the tabs are sufficiently rigid and firm. The gripping tabs may be positioned at a single point in the longitudinal direction of the bolt or more than two successive tabs may be provided. The body portion 1 need not necessarily be bent into a uniformly curved shape but it may also be gently angular in shape or of any other suitable shape, provided that it surrounds the concrete steel essentially on all sides, as shown in the figures, and that its fixing tabs are posi¬ tioned between the protuberances 6b of the surface of the concrete steel. The fixing means may be advan¬ tageously and easily made of steel or steel sheet but other materials of sufficient strength, such as various metals and alloys, are possible as well. The anchoring means according to the invention may be used not only with a concrete steel described by way of example but also with rock bolts of other kinds, such as smooth rock bolts, rock bolts having protuberances or recesses on the surface, etc. With a smooth rock bolt, it is preferable that the tips of the fixing tabs are sharp so that they penetrate into the smooth surface of the bolt, thus locking the anchoring means to it. With rock bolts having a surface with pro¬ tuberances or recesses, it is not essential that the tips are sharp but the tips of the fixing tabs may be blunt or even curved in shape. When the fixing tabs are suitably shaped, the rock bolt may be installed in the anchoring means from the end of it, and the longitudinal slit enables the inner diameter of the anchoring means to be enlarged when the rock bolt is pushed inside it from the end. In the preferred embodiment, the longitudinal slit of the anchoring means, however, is so wide that the rock bolt can be inserted from the side of the anchoring means so that the anchoring means is simpler and easier to install along the length of the rock bolt.

Claims

Claims :
1. Anchoring means for anchoring a rock bolt (6) in a drill hole, comprising a body portion (1) intend- ed to be positioned around the rock bolt (6); gripping tabs (2, 3) projecting radially from the body portion (1), the tips of the gripping tabs being intended to be pressed against the inner surface of the drill hole; and a longitudinal slit (la) extending over the entire length of the body portion (1); the body portion being arranged to yield resiliently on installing it around the rock bolt (6) and comprising fixing tabs (4, 5) projecting from the body portion (1) towards the inside of the body portion and being intended to be pressed against the outer surface of the rock bolt (6), c h a r a c t e r i z e d in that the fixing tabs (4, 5) are inclined in opposite directions with respect to each other so that some fixing tabs (5) prevent the sliding of the anchoring means in the longitudinal direction of the rock bolt (6) against the bolt feeding direction while the other fixing tabs (4) prevent the sliding of the rock bolt (6) with respect to the anchoring means in the opposite direction when the rock bolt is being prestressed, and that the width of the longitudinal slit (la) of the body portion (1) is such that the rock bolt (6) can be inserted through the slit (la) inside the body portion (1).
2. Anchoring means according to claim 1, c h a r a c t e r i z e d in that at least three fixing tabs (4, 5) are provided substantially at the same point in the longitudinal direction of the body portion (1) on different sides of the body portion, and that fixing tabs (4, 5) are provided at least at two mutually spaced points in the longitudinal direction of the body portion (1).
3. Anchoring means according to claim 1 or 2, c h a r a c t e r i z e d in that there are at least three gripping tabs (2, 3) around the body portion (1) on its different sides.
4. Anchoring means according to claim 3, c h a r a c t e r i z e d in that there are gripping tabs (2, 3) at least at two mutually spaced points in the longitudinal direction of the body portion (1).
5. Anchoring means according to claim 3 or 4, c h a r a c t e r i z e d in that the width of the gripping tabs (2, 3) is at its greatest at the end close to the body portion (1), and that the gripping tabs taper towards their tips to be positioned against the surface of the drill hole.
6. Anchoring means according to any of claims 3 to 5, c h a r a c t e r i z e d in that it comprises gripping tabs (2, 3) of at least two different lengths, the gripping tabs (2, 3) positioned at the same point in the longitudinal direction of the anchoring means being equal in length.
7. Anchoring means according to any of the preceding claims, c h a r a c t e r i z e d in that it is made of a sheet by cutting so that one edge of the fixing tabs (4, 5) and the gripping tabs (2, 3), respectively, adjoins the sheet, and bending the blank so obtained into the body portion (1) having the fixing tabs (4, 5) bent towards the inside of the body portion (1) and the gripping tabs (2, 3) bent outward from the body portion at a desired angle.
8. Anchoring means according to any of the preceding claims, c h a r a c t e r i z e d in that the fixing tabs (4, 5) are sharp at the end to be positioned against the rock bolt (6) so as to enable them to grip the substantially smooth surface of the rock bolt (6).
PCT/FI1994/000014 1993-01-29 1994-01-12 Means for anchoring a rock bolt made of concrete steel in a drill hole WO1994017283A1 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
CA002154901A CA2154901C (en) 1993-01-29 1994-01-12 Means for anchoring a rock bolt made of concrete steel in a drill hole
AU58349/94A AU675282B2 (en) 1993-01-29 1994-01-12 Means for anchoring a rock bolt made of concrete steel in a drill hole
PL94309944A PL172767B1 (en) 1993-01-29 1994-01-12 Anchoring means for securing a foundation bolt made of reinforcement bar in its associated drilled hole
EP94904195A EP0680545B1 (en) 1993-01-29 1994-01-12 Means for anchoring a rock bolt made of concrete steel in a drill hole
JP51639694A JP3230160B2 (en) 1993-01-29 1994-01-12 Means for locking concrete steel roof bolts in boreholes
DE69408570T DE69408570T2 (en) 1993-01-29 1994-01-12 MEDIUM FOR ANCHORING ROCK ANCHORS, MADE OF REINFORCED CONCRETE, IN A HOLE.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI930414 1993-01-29
FI930414A FI91913C (en) 1993-01-29 1993-01-29 Fastening means for securing a concrete bolt formed by a cast iron bolt to a borehole

Publications (1)

Publication Number Publication Date
WO1994017283A1 true WO1994017283A1 (en) 1994-08-04

Family

ID=8537065

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/FI1994/000014 WO1994017283A1 (en) 1993-01-29 1994-01-12 Means for anchoring a rock bolt made of concrete steel in a drill hole

Country Status (10)

Country Link
EP (1) EP0680545B1 (en)
JP (1) JP3230160B2 (en)
AT (1) ATE163318T1 (en)
AU (1) AU675282B2 (en)
CA (1) CA2154901C (en)
DE (1) DE69408570T2 (en)
FI (1) FI91913C (en)
PL (1) PL172767B1 (en)
WO (1) WO1994017283A1 (en)
ZA (1) ZA94153B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006014073A1 (en) * 2004-08-06 2006-02-09 Heung-Man Kim Rock bolt anchoring device
US7325185B1 (en) 2003-08-04 2008-01-29 Symantec Corporation Host-based detection and prevention of malicious code propagation

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20050069388A1 (en) * 2003-09-30 2005-03-31 Valgora George G. Friction stabilizer with tabs
RU2484251C1 (en) * 2011-12-30 2013-06-10 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Санкт-Петербургский государственный горный университет" Anchor support for mine workings

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2930199A (en) * 1955-03-24 1960-03-29 Jarund Harry Sigurd Valdemar Method of anchoring bolts
SE451615B (en) * 1983-09-27 1987-10-19 Lundkvist Alfred Socket unit for casting short bolts in holes

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2930199A (en) * 1955-03-24 1960-03-29 Jarund Harry Sigurd Valdemar Method of anchoring bolts
SE451615B (en) * 1983-09-27 1987-10-19 Lundkvist Alfred Socket unit for casting short bolts in holes

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7325185B1 (en) 2003-08-04 2008-01-29 Symantec Corporation Host-based detection and prevention of malicious code propagation
WO2006014073A1 (en) * 2004-08-06 2006-02-09 Heung-Man Kim Rock bolt anchoring device

Also Published As

Publication number Publication date
FI930414A0 (en) 1993-01-29
CA2154901C (en) 2005-05-31
EP0680545A1 (en) 1995-11-08
AU5834994A (en) 1994-08-15
CA2154901A1 (en) 1994-08-04
JPH08508797A (en) 1996-09-17
DE69408570D1 (en) 1998-03-26
PL172767B1 (en) 1997-11-28
PL309944A1 (en) 1995-11-13
FI91913B (en) 1994-05-13
AU675282B2 (en) 1997-01-30
JP3230160B2 (en) 2001-11-19
EP0680545B1 (en) 1998-02-18
DE69408570T2 (en) 1998-09-10
ZA94153B (en) 1994-08-18
FI91913C (en) 1994-08-25
ATE163318T1 (en) 1998-03-15

Similar Documents

Publication Publication Date Title
KR101142635B1 (en) A deformable rock bolt
AU675282B2 (en) Means for anchoring a rock bolt made of concrete steel in a drill hole
US20100021261A1 (en) Flat ring-shaped anchoring element
JP3793955B2 (en) Multiple support construction method
US6155352A (en) Wall tie reinforcement and method
KR100696309B1 (en) Anchor-nail Device for Slope-reinforcement-construction
JP3990538B2 (en) Cladding tube for drilling and anchoring device
JP4451491B1 (en) Anchor device and installation method thereof
EP0064362B1 (en) Rock bolt
KR100524316B1 (en) rock bolt
KR200490659Y1 (en) Complex nut for fixing reinforcement bar and bolt
KR100596932B1 (en) a fixed device for rock bolt
GB1604613A (en) Apparatus for anchoring
KR200329408Y1 (en) anchor-nail for slope-reinforcement-construction
KR200349108Y1 (en) Anchor-nail Device for Slope-reinforcement-construction
CN219100825U (en) Anchor part for reinforcing concrete structure
KR102479855B1 (en) Anchor pin for fixing slope protection net with acupressure plate function
JP3101180B2 (en) Lock bolt nut
KR200235117Y1 (en) fixing body of reinforcing rod
KR200261595Y1 (en) guide tube of soil nailing method
KR200362581Y1 (en) The remavable anchor which the fixing agent is extended
WO1999050531A1 (en) A friction rock stabilizer
FI91014B (en) Method for fastening a cotter bolt in a hole by striking it, as well as cotter bolts and wedge body combination for application of the method
RU2134351C1 (en) Spiral anchor
JP3213294B2 (en) Lock bolt nut

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): AT AU BB BG BR BY CA CH CN CZ DE DK ES FI GB HU JP KP KR KZ LK LU LV MG MN MW NL NO NZ PL PT RO RU SD SE SK UA US UZ VN

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IE IT LU MC NL PT SE BF BJ CF CG CI CM GA GN ML MR NE SN TD TG

DFPE Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101)
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: 1994904195

Country of ref document: EP

WWE Wipo information: entry into national phase

Ref document number: 2154901

Country of ref document: CA

WWP Wipo information: published in national office

Ref document number: 1994904195

Country of ref document: EP

REG Reference to national code

Ref country code: DE

Ref legal event code: 8642

WWG Wipo information: grant in national office

Ref document number: 1994904195

Country of ref document: EP