US2930199A - Method of anchoring bolts - Google Patents

Method of anchoring bolts Download PDF

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US2930199A
US2930199A US551141A US55114155A US2930199A US 2930199 A US2930199 A US 2930199A US 551141 A US551141 A US 551141A US 55114155 A US55114155 A US 55114155A US 2930199 A US2930199 A US 2930199A
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bore
hollow member
casting compound
tube
anchor bolt
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US551141A
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Jarund Harry Sigurd Valdemar
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    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00—Setting anchoring-bolts
    • E21D20/02—Setting anchoring-bolts with provisions for grouting
    • E21D20/021—Grouting with inorganic components, e.g. cement
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
    • F16B13/14—Non-metallic plugs or sleeves; Use of liquid, loose solid or kneadable material therefor
    • F16B13/141—Fixing plugs in holes by the use of settable material
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S411/00—Expanded, threaded, driven, headed, tool-deformed, or locked-threaded fastener
    • Y10S411/918—Threadless nut

Definitions

  • the present invention relates to methods of anchoring 'bolts'or the like in channels opening out downwardly.
  • One method is to force the casting compound into the bore by means of an injection device.
  • Another method is to prefill a sleeve member of suitable length with casting compound and thereafter insert said charge, the sleeve member being left in the bore even after the insertion of the anchor bolt therein. Con sidering the volume of the anchor bolt, the bore may not be entirely filled with casting compound.
  • the method according to the invention is: characterized essentially in that a hollow memher, is inserted in the mouth portion of the channel, whereafter firstly a suitable amount of a relatively viscous casting compound, preferably concrete, is injected into said channel through said hollow member and a suitable length 'of the anchor bolt is pushed into said channel through said'hollow member, the air volume enclosed in saidphannel being dissipated therefrom when said casting compound is injected as well as when said anchor bolt is inserted.
  • a suitable amount of a relatively viscous casting compound preferably concrete
  • the invention also provides means for carrying out the method according to the invention, said means being essentially characterized by a sleeve-shaped portion to fit the mouth section of the channel wall and adapted in operative position to be retained in said channel through friction against the wall thereof, and a portion connected to said sleeve-shaped portion and adapted in operative position to permit the injection of said casting compound and the insertion of said anchor bolt in said channel as well as to operate like a non-return valve to substantially United States Patent Then, the enclosed air prevent said injected casting compound from escaping said channel.
  • Figure 1 is a sectional View showing the injection of a casting compound into a dead end bore opening out downwardly.
  • Figure 2 is a view, partly in section, showing a hollow member in operative position.
  • Figure 4 illustrates an embodiment of a blank for the hollow member.
  • Figure 5 is a cross-section of the blank shown in Figure 4.
  • 4 Figure 6 illustrates how the blank shown in Figure 4 may be bent to produce the hollow member shown in Figure 2.
  • p Figures 7 to 10, inclusive, are longitudinal sections ile lustrating different steps of a method according to the in vention.
  • a double-ended hollow member 2 is inserted into a bore, besides which a venting tube 3 is inserted into the bore along the wall thereof,-so that one end 5 of said tube 3 is in the vicinity of the bottom wall of the bore, the other end of said tube '3 protruding from said bore, as shown in Figure 7.
  • the nozzle portion of an injection device 7 is inserted into said bore through said hollow member 2, as dis closed by Figure 8.
  • said injection device 7 By means of said injection device 7, a suitable amount of a relatively viscous casting com pound, e.g. concrete, is injected into said bore. In doing so, a space in said bore is left unfilled, said space corresponding to the displacement of the anchor bolt portion to be inserted in said bore. In the next step of the method according to the invention said injection device 7 is removed, as shown in Figure 9, said hollow member 2 operating like a non-return valve to prevent the injected casting compound from escaping from said bore. 7
  • a relatively viscous casting com pound e.g. concrete
  • an anchor bolt 17 is; pushed into said bore through said hollow member 2, as shown in Figure 10.
  • Bolt 17 can be provided with surface projections. Said bolt 17 displaces an amount of casting compound corre sponding to the volume of the bolt portion inserted in said bore. Said casting compound amount is prevented by said hollow member 2 from substantially escaping said bore, but is caused to fill out the boreispace which is left unfilled upon the injection of casting compound in'said bore. 'Thus, the residual air enclosed in said bore is forced out through said venting tube 3, which may then be removed out of said bore, as shown in Figure 10.
  • said hollow member 2 may be left, i.e. be anchored together with said anchor bolt 17, in said bore without any drawbacks.
  • FIG. 1 illustrates the step of the method according to the invention in which said casting compound is injected in said bore, and is a better show? ing ofthe meansby which said method is carriedout
  • said injection device may comprise an ordinary injection cylinder 7 having a piston 8 slidable therein.
  • the inner end 5 of said venting tube 3 in operative position may be chamfered so as to permit said tube end 5 to engage the bottom wall of said bore 1 without any risk that said tube end 5 will get closed.
  • a filter 6 of some kind may be provided over said tube mouth.
  • said tube 3 may be suitably connected to said hollow member 2 in turn located in the bore mouth portion.
  • Figure 1 this is indicated in the form of a binder 4 between said tube 3 and said hollow member 2.
  • said injection device 7, 8 may be provided with suitable shoulder or stop means, so that it will not enter said bore more than; to a deter.- mined extent when injecting said casting compound therein.
  • said hollow member is adapted to be inserted in the bore mouth portion.
  • Figure 2 gives a better illustration thereof.
  • Said hollow member 2 comprises a sleeve-shaped portion to fit the bore mouth section and adapted in operative position to heretained in said bore through friction against the wall thereof, and a portion 9 consisting of triangular segments hingeably adapted in operative position to permit the injection of said casting compound and the insertion of said anchor bolt 17 in said bore as well as to operatelike a non-return valve to substantially prevent said, injected casting compound from escaping said bore.
  • Said hollow member 2 is of a transverse dimension adaptable to different transverse bore dimensions and is arranged to engage the bore wall through inherent resilience.
  • said hollow member 2 is provided with friction means on its side to engage the channel wall which friction means in the embodiments of said hollow member shown in the drawing comprise outwardly directed teeth or lugs 12 integral with and punched out of said hollow member 2, said lugs 12 being adapted to oppose the displacement of said hollow member out of said bore. If said hollow member is to be fixed against movement in the opposite direction, it can be provided with lugs 13 or the like cooperating with the bore mouth opening edge.
  • Said portion 9 is connected to said sleeve-shaped portion substantially along the whole of one end edge thereof and substantially is in the form of a slotted conic shell, which is in the bore resiliently deformable from the inside substantially into the form of a broken sleeve of substantially the same transverse dimensions as the corresponding section of said bore.
  • said hollow member is made of one piece of a relatively thin and inherently resilient material, e.g. steel sheet.
  • said hollow member may comprise a substantially strip-shaped blank to be bent into the form intended and the transverse measure required, said blank developed in one plane comprising a rectangular portion to be bent into said sleeveshaped portion 2, and a plurality of substantially tri angular evenly spaced lugs 10 projecting from one of the two long sides of said rectangular blank portion and adapted to be bent into said portion 9.
  • the plane containing said triangular lugs 10 and said firstmentioned plane define such an angle that said lugs 10 in operative condition form a conic shell, theapex of which comprises the points of said lugs 10.
  • the triangular gaps 11 between said triangular lugs 10 should be of such a form that said conic shell 9 in operative condition always is provided with corresponding slots 11 allowing for a restricted escapement of casting compound out of said bore, if the displacement of said anchor bolt 17 upon the insertion thereof in said bore 4 should exceed the volume of said unfilled space in said bore.
  • said hollow member is manufactured in the form of strip-shaped blank lengths, it will be easily adaptable to bores of different transverse dimension.
  • the strip-shaped blank is bent in such a manner that its ends will overlap.
  • the inside intended of said rectangular blank portion may be provided with embossings 14 or the like in the vicinity of one of its ends, said embossings 14 or the like being adapted to cooperate with the other rectangular blank portion end.
  • said hollow member In order to prevent said hollow member from being deformed in such a manner upon the casting process that the two blank ends are displaced with respect to each other in the direction of the longitudinal dimension of said bore end of said rectangular blank portion may be provided with a slot 15 to accommodate the free long side of said rectangular blank portion and to cooperate with a toothing 16, if any, along said free long side.
  • a method of anchoring a body in a downwardly opening cavity by the use of a double-ended hollow mem; her having outwardly directed teeth and triangular segments hingeably positioned in the form of a cone on an end of the member comprising: inserting thernember into the cavity with the segments extending furthestinlo the cavity with said teeth engaging the, wallsof the cavity to retain the member therein, inserting a tube into the cavity via the interior of the member, the tube eittending past and spreading the segments, injecting a set.- ting substance into the cavity via said tube, withdrawing the tube whereby the segments cooperatively resume the form of a cone to lock in said setting substance, and in?
  • a method as claimed in claim 1 comprising inserting an additional tube into the cavity externally of the member to permit the venting of air.

Description

March 29,1960 H. s. v. JARUND 2,930,199
METHOD OF ANCHORING BOLTS Filed Dec. 5, 1955 2 Sheets-Sheet l March 29, 1960 H. s. v. JARUND METHOD OF ANCHORING BOLTS 2 Sheets-Sheet 2 Filed Dec. 5, 1955 Fig.8
Fig.7
METHOD OF AN CHORING BOLTS Harry Sigurd Valdemar Jii'rund, Lund, Sweden 7 Application December 5, 1955, Serial No. 551,141 Claims priority, application Sweden March 24, 1955 V 3 Claims. (Cl. 61-45) I The present invention relates to methods of anchoring 'bolts'or the like in channels opening out downwardly.
In tunnel blasting and the like, it often proves necessaryto anchor reinforcing bolts in bores. Such anchoring causes no particular difficulties in bores opening upwardly as the casting compound, i.e. usually concrete, can be put into such bores under the influence of gravity. In casting in bores the mouth opening of which is at a higher level than the bottom thereof, there arise some problems which have hitherto substantially complicated the anchoring of reinforcing bolts or the like.
As the casting compound cannot be put by gravity into bores opening downwardly, other expedients must be resorted to. One method is to force the casting compound into the bore by means of an injection device. Another method is to prefill a sleeve member of suitable length with casting compound and thereafter insert said charge, the sleeve member being left in the bore even after the insertion of the anchor bolt therein. Con sidering the volume of the anchor bolt, the bore may not be entirely filled with casting compound. Therefore, air will be enclosed between the casting compound column and the bottom wall of the bore when carrying out the two above mentioned known methods, said enclosed air in the first mentioned method often being compressed'when injecting the casting compound and undergoing a further compression when the anchor bolt is inserted in the bore, and, in the lastmentioned method, being compressed at least when the bolt is inserted in the bore. The resistance that the air cushion enclosed in the bore and the injected casting compound proper jointly offer to the insertion requires pneumatic tools for the insertion of the anchor bolt. forces its way out of the bore through the casting compound proper thereby producing air pockets resulting in poor anchorage.
1' By the present invention, all above mentioned drawbacks are avoided. Thus, the method according to the invention is: characterized essentially in that a hollow memher, is inserted in the mouth portion of the channel, whereafter firstly a suitable amount of a relatively viscous casting compound, preferably concrete, is injected into said channel through said hollow member and a suitable length 'of the anchor bolt is pushed into said channel through said'hollow member, the air volume enclosed in saidphannel being dissipated therefrom when said casting compound is injected as well as when said anchor bolt is inserted.
The invention also provides means for carrying out the method according to the invention, said means being essentially characterized by a sleeve-shaped portion to fit the mouth section of the channel wall and adapted in operative position to be retained in said channel through friction against the wall thereof, and a portion connected to said sleeve-shaped portion and adapted in operative position to permit the injection of said casting compound and the insertion of said anchor bolt in said channel as well as to operate like a non-return valve to substantially United States Patent Then, the enclosed air prevent said injected casting compound from escaping said channel.
The essence of the invention will become clear from the following description with reference to the accompanying drawing illustrating difierent aspects and embodiments of the invention.
Figure 1 is a sectional View showing the injection of a casting compound into a dead end bore opening out downwardly.
Figure 2 is a view, partly in section, showing a hollow member in operative position.
Figure 3 is a horizontal view from above of the hollow member.
Figure 4 illustrates an embodiment of a blank for the hollow member.
Figure 5 is a cross-section of the blank shown in Figure 4. 4 Figure 6 illustrates how the blank shown in Figure 4 may be bent to produce the hollow member shown in Figure 2. p Figures 7 to 10, inclusive, are longitudinal sections ile lustrating different steps of a method according to the in vention. In accordance with the invention, a double-ended hollow member 2 is inserted into a bore, besides which a venting tube 3 is inserted into the bore along the wall thereof,-so that one end 5 of said tube 3 is in the vicinity of the bottom wall of the bore, the other end of said tube '3 protruding from said bore, as shown in Figure 7. Then the nozzle portion of an injection device 7 is inserted into said bore through said hollow member 2, as dis closed by Figure 8. By means of said injection device 7, a suitable amount of a relatively viscous casting com pound, e.g. concrete, is injected into said bore. In doing so, a space in said bore is left unfilled, said space corresponding to the displacement of the anchor bolt portion to be inserted in said bore. In the next step of the method according to the invention said injection device 7 is removed, as shown in Figure 9, said hollow member 2 operating like a non-return valve to prevent the injected casting compound from escaping from said bore. 7
Finally, an anchor bolt 17 is; pushed into said bore through said hollow member 2, as shown in Figure 10. Bolt 17 can be provided with surface projections. Said bolt 17 displaces an amount of casting compound corre sponding to the volume of the bolt portion inserted in said bore. Said casting compound amount is prevented by said hollow member 2 from substantially escaping said bore, but is caused to fill out the boreispace which is left unfilled upon the injection of casting compound in'said bore. 'Thus, the residual air enclosed in said bore is forced out through said venting tube 3, which may then be removed out of said bore, as shown in Figure 10. On the other hand, said hollow member 2 may be left, i.e. be anchored together with said anchor bolt 17, in said bore without any drawbacks. On a larger scale, Figure 1 illustrates the step of the method according to the invention in which said casting compound is injected in said bore, and is a better show? ing ofthe meansby which said method is carriedout, As indicated by said figure, said injection device may comprise an ordinary injection cylinder 7 having a piston 8 slidable therein. The inner end 5 of said venting tube 3 in operative position may be chamfered so as to permit said tube end 5 to engage the bottom wall of said bore 1 without any risk that said tube end 5 will get closed. To prevent the mouth of said tube end 5 from getting choked by small particles in said bore 1 a filter 6 of some kind may be provided over said tube mouth. For location in operative position said tube 3 may be suitably connected to said hollow member 2 in turn located in the bore mouth portion. In Figure 1 this is indicated in the form of a binder 4 between said tube 3 and said hollow member 2. Of course, said injection device 7, 8 may be provided with suitable shoulder or stop means, so that it will not enter said bore more than; to a deter.- mined extent when injecting said casting compound therein.
As previously mentioned, said hollow member is adapted to be inserted in the bore mouth portion. Figure 2 gives a better illustration thereof. Said hollow member 2 comprises a sleeve-shaped portion to fit the bore mouth section and adapted in operative position to heretained in said bore through friction against the wall thereof, and a portion 9 consisting of triangular segments hingeably adapted in operative position to permit the injection of said casting compound and the insertion of said anchor bolt 17 in said bore as well as to operatelike a non-return valve to substantially prevent said, injected casting compound from escaping said bore. Said hollow member 2 is of a transverse dimension adaptable to different transverse bore dimensions and is arranged to engage the bore wall through inherent resilience. To 10- cate said gate and valve means in said bore, said hollow member 2 is provided with friction means on its side to engage the channel wall which friction means in the embodiments of said hollow member shown in the drawing comprise outwardly directed teeth or lugs 12 integral with and punched out of said hollow member 2, said lugs 12 being adapted to oppose the displacement of said hollow member out of said bore. If said hollow member is to be fixed against movement in the opposite direction, it can be provided with lugs 13 or the like cooperating with the bore mouth opening edge. Said portion 9 is connected to said sleeve-shaped portion substantially along the whole of one end edge thereof and substantially is in the form of a slotted conic shell, which is in the bore resiliently deformable from the inside substantially into the form of a broken sleeve of substantially the same transverse dimensions as the corresponding section of said bore.
Preferably, said hollow member is made of one piece of a relatively thin and inherently resilient material, e.g. steel sheet. As shown in Figure 4, said hollow member may comprise a substantially strip-shaped blank to be bent into the form intended and the transverse measure required, said blank developed in one plane comprising a rectangular portion to be bent into said sleeveshaped portion 2, and a plurality of substantially tri angular evenly spaced lugs 10 projecting from one of the two long sides of said rectangular blank portion and adapted to be bent into said portion 9. When said rectangular blank portion is developed in one plane, the plane containing said triangular lugs 10 and said firstmentioned plane define such an angle that said lugs 10 in operative condition form a conic shell, theapex of which comprises the points of said lugs 10.
Considering the difiiculty in adjusting the right amount of casting compound to be injected in said'bore the triangular gaps 11 between said triangular lugs 10 should be of such a form that said conic shell 9 in operative condition always is provided with corresponding slots 11 allowing for a restricted escapement of casting compound out of said bore, if the displacement of said anchor bolt 17 upon the insertion thereof in said bore 4 should exceed the volume of said unfilled space in said bore.
If said hollow member is manufactured in the form of strip-shaped blank lengths, it will be easily adaptable to bores of different transverse dimension. The strip-shaped blank is bent in such a manner that its ends will overlap. To adjust the transverse measure required of said hollow member, the inside intended of said rectangular blank portion may be provided with embossings 14 or the like in the vicinity of one of its ends, said embossings 14 or the like being adapted to cooperate with the other rectangular blank portion end.
In order to prevent said hollow member from being deformed in such a manner upon the casting process that the two blank ends are displaced with respect to each other in the direction of the longitudinal dimension of said bore end of said rectangular blank portion may be provided with a slot 15 to accommodate the free long side of said rectangular blank portion and to cooperate with a toothing 16, if any, along said free long side.
The method according tothe inventionmay bemo dified without departing from the scope of the invention as defined in the appended claims.
What I claim is:
1. A method of anchoring a body in a downwardly opening cavity by the use of a double-ended hollow mem; her having outwardly directed teeth and triangular segments hingeably positioned in the form of a cone on an end of the member comprising: inserting thernember into the cavity with the segments extending furthestinlo the cavity with said teeth engaging the, wallsof the cavity to retain the member therein, inserting a tube into the cavity via the interior of the member, the tube eittending past and spreading the segments, injecting a set.- ting substance into the cavity via said tube, withdrawing the tube whereby the segments cooperatively resume the form of a cone to lock in said setting substance, and in? serting said body into the setting substance via the member, the segments spreading to accommodate the body and holding the same in position while the setting substance hardens. 2. A method as claimed in claim 1 comprising inserting an additional tube into the cavity externally of the member to permit the venting of air.
3. A method as claimed in claim 1 wherein said body has projections on its surface to enhance the engagement of the body by said segments.
References Cited the file of this patent UNITED STATES PATENTS 575,282 Cook Ian. 12, 1897 1,007,334 Carlson Oct.31, 1911 1,104,544 Raeger July 21, 1914 1,883,196 Wertz Oct. 18, 1932 2,149,719 Arnest Mar. 7, 1939 2,667,037 Thomas Jan. 26', 1954 2,724,442 Mundt Nov. 22, 1955 2,741,938 Johnson Apr. 17, 1956 FOREIGN PATENTS 614,463 Great Britain Dec. 15, 1948 152,139 Australia July 1, 1953 1,085,192 France Oct. 15, 1953
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US3108443A (en) * 1959-07-07 1963-10-29 Schucrmann Fritz Method of fixing anchor bolts in the drill holes
US3234742A (en) * 1962-07-05 1966-02-15 Chester I Williams Groutable rock bolt assembly and procedure
US3260053A (en) * 1959-09-30 1966-07-12 Dayton T Brown Inc Stabilizing mine roofs
US3283513A (en) * 1964-12-23 1966-11-08 Thomas W Kierans Process of mounting elongated members in drill holes
US3289374A (en) * 1963-07-03 1966-12-06 Henry L Metz Wall repair device
US3324663A (en) * 1963-10-21 1967-06-13 American Cyanamid Co Rock bolting
US3699687A (en) * 1969-02-10 1972-10-24 Celtite Sa Arrangements for anchoring supporting pins or bolts
US3861155A (en) * 1972-12-05 1975-01-21 Atomic Energy Commission Pumpable rockbolt method
US3892101A (en) * 1972-06-26 1975-07-01 Gd Anker Gmbh & Co Kg Method of anchoring an anchoring bolt in a bore hole
US3895472A (en) * 1973-11-15 1975-07-22 Ernst Wilhelm Steinhauer Method for completely filling a cavity in a concrete structure
US3930639A (en) * 1972-12-05 1976-01-06 The United States Of America As Represented By The United States Energy Research And Development Administration Pumpable rockbolt method
US4044512A (en) * 1974-11-14 1977-08-30 Artur Fischer Method and arrangement for anchoring an object to a support structure
US4050202A (en) * 1974-11-14 1977-09-27 Artur Fischer Method and arrangement for anchoring an object to a support structure
US4096672A (en) * 1974-11-14 1978-06-27 Artur Fisher Anchoring arrangement for securing an object to a support structure having an internal cavity
US4098087A (en) * 1976-12-02 1978-07-04 Battelle Development Corporation Anchoring bolt and method
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US4185940A (en) * 1977-11-08 1980-01-29 Klaus Spies Method and system for supporting a roof
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US4322183A (en) * 1980-03-07 1982-03-30 Armand Ciavatta Friction rock stabilizer and installation lubricating cement apparatus and method
US4501516A (en) * 1978-06-22 1985-02-26 Bayer Aktiengesellschaft Anchoring of tension members
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US20050058522A1 (en) * 2001-12-13 2005-03-17 Realty Products Limited Permanently fixable plug
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US7124459B1 (en) 2005-05-03 2006-10-24 Croisdale Christopher A Method and apparatus for hanging lights and other fixtures
US7325185B1 (en) 2003-08-04 2008-01-29 Symantec Corporation Host-based detection and prevention of malicious code propagation
EP2136087A1 (en) * 2008-06-17 2009-12-23 fischerwerke GmbH & Co. KG Method and device for inserting an anchor mass in a blind hole
DE102009044342A1 (en) 2009-10-28 2011-05-05 Fischerwerke Gmbh & Co. Kg Mounting bushing for mounting anchor rod into borehole in wall, has retaining element curved such that partial section of retaining element is oriented to axis of bushing, where partial section is designed as attachment-side front end
CN102900447A (en) * 2012-10-30 2013-01-30 中铁五局集团贵州工程有限公司 Anchor rod used for reinforcing weak surrounding rock
CN103362525A (en) * 2012-04-10 2013-10-23 淮南矿业(集团)有限责任公司 Anchoring agent injection device
WO2014133449A1 (en) * 2013-02-28 2014-09-04 Malmfälten I Norr Ab Device for detecting the presence of one or more cavities in a borehole
US20150071701A1 (en) * 2013-09-06 2015-03-12 Amool Raina Insert and Method of Attaching Insert to Structure
DE102014203078A1 (en) * 2014-02-20 2015-08-20 Henkel Ag & Co. Kgaa Device for introducing a dowel mass into an opening
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US11644062B2 (en) 2020-10-12 2023-05-09 Siemens Medical Solutions Usa, Inc. Anchoring system for attaching equipment to a building foundation

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GB1007392A (en) * 1962-07-05 1965-10-13 Chester Irving Williams Groutable rock bolt assembly
FR2448053A1 (en) * 1979-02-02 1980-08-29 Parietti Arthur Pump for supplying cement for grouting fixing bolts - has flexible delivery pipe joined to inlet supply pipe at cylinder head with valves in each pipe
DE19911259B4 (en) * 1999-03-13 2015-07-02 Hilti Aktiengesellschaft Auxiliary device for filling boreholes with mortar masses
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US3108443A (en) * 1959-07-07 1963-10-29 Schucrmann Fritz Method of fixing anchor bolts in the drill holes
US3260053A (en) * 1959-09-30 1966-07-12 Dayton T Brown Inc Stabilizing mine roofs
US3234742A (en) * 1962-07-05 1966-02-15 Chester I Williams Groutable rock bolt assembly and procedure
US3289374A (en) * 1963-07-03 1966-12-06 Henry L Metz Wall repair device
US3324663A (en) * 1963-10-21 1967-06-13 American Cyanamid Co Rock bolting
US3283513A (en) * 1964-12-23 1966-11-08 Thomas W Kierans Process of mounting elongated members in drill holes
US3699687A (en) * 1969-02-10 1972-10-24 Celtite Sa Arrangements for anchoring supporting pins or bolts
US3892101A (en) * 1972-06-26 1975-07-01 Gd Anker Gmbh & Co Kg Method of anchoring an anchoring bolt in a bore hole
US3930639A (en) * 1972-12-05 1976-01-06 The United States Of America As Represented By The United States Energy Research And Development Administration Pumpable rockbolt method
US3861155A (en) * 1972-12-05 1975-01-21 Atomic Energy Commission Pumpable rockbolt method
US3895472A (en) * 1973-11-15 1975-07-22 Ernst Wilhelm Steinhauer Method for completely filling a cavity in a concrete structure
US4044512A (en) * 1974-11-14 1977-08-30 Artur Fischer Method and arrangement for anchoring an object to a support structure
US4050202A (en) * 1974-11-14 1977-09-27 Artur Fischer Method and arrangement for anchoring an object to a support structure
US4096672A (en) * 1974-11-14 1978-06-27 Artur Fisher Anchoring arrangement for securing an object to a support structure having an internal cavity
US4098087A (en) * 1976-12-02 1978-07-04 Battelle Development Corporation Anchoring bolt and method
US4171924A (en) * 1977-02-19 1979-10-23 Bergwerksverband Gmbh Multipartite rock bolt
US4211049A (en) * 1977-10-15 1980-07-08 Artur Fischer Arrangement for and a method of anchoring a mounting element in a hole of a support structure
US4185940A (en) * 1977-11-08 1980-01-29 Klaus Spies Method and system for supporting a roof
US4501516A (en) * 1978-06-22 1985-02-26 Bayer Aktiengesellschaft Anchoring of tension members
US4322183A (en) * 1980-03-07 1982-03-30 Armand Ciavatta Friction rock stabilizer and installation lubricating cement apparatus and method
US4509884A (en) * 1983-05-02 1985-04-09 Lily Corporation Injection nozzle for adhesive materials
US4725096A (en) * 1985-11-07 1988-02-16 Oy Tampella Ab Method of and a device for carrying out wire bolting
US4708533A (en) * 1985-11-07 1987-11-24 Oy Tampella Ab Method and a device for guiding a concrete feeding hose in connection with the grout feed in rock bolting
US4710065A (en) * 1985-11-07 1987-12-01 Oy Tampella Ab Method, a device and a means for carrying out wire bolting of a rock
US4708532A (en) * 1985-11-07 1987-11-24 Oy Tampella Ab Apparatus for storing a concrete feeding hose in a rock bolting device
WO1994017283A1 (en) * 1993-01-29 1994-08-04 Tamrock Oy Means for anchoring a rock bolt made of concrete steel in a drill hole
AU675282B2 (en) * 1993-01-29 1997-01-30 Tamrock Oy Means for anchoring a rock bolt made of concrete steel in a drill hole
US5807051A (en) * 1995-09-18 1998-09-15 United Industries Corporation Dielectric adhesive insert anchor
US20050058522A1 (en) * 2001-12-13 2005-03-17 Realty Products Limited Permanently fixable plug
US7325185B1 (en) 2003-08-04 2008-01-29 Symantec Corporation Host-based detection and prevention of malicious code propagation
WO2005031117A1 (en) * 2003-09-30 2005-04-07 Roll Form Group, A Division Of Samuel Manu-Tech Inc. Friction stabilizer with tabs
US20050147474A1 (en) * 2003-09-30 2005-07-07 Valgora George G. Friction stabilizer with tabs
US20050069388A1 (en) * 2003-09-30 2005-03-31 Valgora George G. Friction stabilizer with tabs
US7124459B1 (en) 2005-05-03 2006-10-24 Croisdale Christopher A Method and apparatus for hanging lights and other fixtures
US20060248653A1 (en) * 2005-05-03 2006-11-09 Croisdale Christopher A Method and apparatus for hanging lights and other fixtures
EP2136087A1 (en) * 2008-06-17 2009-12-23 fischerwerke GmbH & Co. KG Method and device for inserting an anchor mass in a blind hole
DE102009044342A1 (en) 2009-10-28 2011-05-05 Fischerwerke Gmbh & Co. Kg Mounting bushing for mounting anchor rod into borehole in wall, has retaining element curved such that partial section of retaining element is oriented to axis of bushing, where partial section is designed as attachment-side front end
CN103362525A (en) * 2012-04-10 2013-10-23 淮南矿业(集团)有限责任公司 Anchoring agent injection device
CN103362525B (en) * 2012-04-10 2016-03-16 淮南矿业(集团)有限责任公司 Anchor Agent injection device
CN102900447A (en) * 2012-10-30 2013-01-30 中铁五局集团贵州工程有限公司 Anchor rod used for reinforcing weak surrounding rock
CN102900447B (en) * 2012-10-30 2015-12-02 中铁五局集团贵州工程有限公司 A kind of anchor pole reinforced for weak surrounding rock
US20150337659A1 (en) * 2012-12-21 2015-11-26 Thyssenkrupp Steel Europe Ag Connection Means with Shape Memory
US9458717B2 (en) * 2012-12-21 2016-10-04 Thyssenkrupp Steel Europe Ag Connection means with shape memory
WO2014133449A1 (en) * 2013-02-28 2014-09-04 Malmfälten I Norr Ab Device for detecting the presence of one or more cavities in a borehole
US20150071701A1 (en) * 2013-09-06 2015-03-12 Amool Raina Insert and Method of Attaching Insert to Structure
DE102014203078A1 (en) * 2014-02-20 2015-08-20 Henkel Ag & Co. Kgaa Device for introducing a dowel mass into an opening
US20170066006A1 (en) * 2014-02-20 2017-03-09 Henkel Ag & Co Kgaa Device for inserting a plugging compound into an opening
US10518290B2 (en) * 2014-02-20 2019-12-31 Henkel Ag & Co. Kgaa Device for inserting a plugging compound into an opening
US11644062B2 (en) 2020-10-12 2023-05-09 Siemens Medical Solutions Usa, Inc. Anchoring system for attaching equipment to a building foundation

Also Published As

Publication number Publication date
BE544161A (en)
FR1136651A (en) 1957-05-16
DE1055479B (en) 1959-04-23
GB797106A (en) 1958-06-25
CH343348A (en) 1959-12-31

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