EP1443161A2 - Injektionsbefestigungsanker - Google Patents
Injektionsbefestigungsanker Download PDFInfo
- Publication number
- EP1443161A2 EP1443161A2 EP04001399A EP04001399A EP1443161A2 EP 1443161 A2 EP1443161 A2 EP 1443161A2 EP 04001399 A EP04001399 A EP 04001399A EP 04001399 A EP04001399 A EP 04001399A EP 1443161 A2 EP1443161 A2 EP 1443161A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchor
- tube
- injection
- anchor tube
- section
- Prior art date
- Legal status (The legal status 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 status listed.)
- Withdrawn
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0222—Replacing or adding wall ties
Definitions
- the invention relates to an injection attachment anchor having the features of the preamble of claim 1.
- Such an injection fastening anchor known from DE 100 38 801 A1 is known from US Pat Construction of double-shell masonry provided.
- the known injection attachment anchor has an anchor tube, which with a front axial section with Outlets is provided. At the front, provided with the outlet openings Axial section is followed by a closed axial section, which extends to extends to the rear end of the anchor tube.
- an anchor rod In the anchor tube of the known injection attachment anchor is an anchor rod, whose two end sections with profilings are provided.
- the invention has for its object to propose an injection attachment anchor, the which requires a small amount of mortar for its anchoring and incorrect assembly Avoiding in a simple manner using a setting aid in masonry can be used and anchored.
- the front axial section results from the training the front axial section as a sieve sleeve a uniform outlet of the Mortar along the entire length of the sieve sleeve, resulting in hollow bricks through the training a bead around the sieve sleeve and in full building materials by the optimal Wetting the borehole wall to higher holding values of the injection mounting anchor after curing of the mortar leads.
- the front axial section further by a Einschubsperre limited, advantageously by a plurality of radially projecting and the rear End wedge-shaped rising projections is formed.
- the anchor tube With the penetration of the projections in the borehole mouth of the supporting masonry, the anchor tube is a in Borehole centered and on the other by the wedge shape of the projections of the resistance increased so much that when injecting the composite mortar and pressing the anchor rod no displacement of the anchor tube occurs more.
- an injection sleeve which has a in the rear end of the anchor tube can be inserted and through a radial flange has limited section. This second section is followed by a second one Section, which extends to a mark formed as a predetermined breaking point can be.
- the anchor tube is inserted with the injection sleeve until the on Rear end of the injection sleeve arranged stop flange on the outer surface of the Facing masonry is seated. According to the distance between the radial Flange and the stop flange, the anchor tube is set lower in the facing masonry, so that after insertion of the anchor rod in the anchor tube for the rear end portion of the anchor rod required space remains free.
- the mortar is now injected into the anchor tube, wherein the Mortar emerges from the sieve sleeve. Thereafter, the injection sleeve is removed and on the mark separated the front portion of the injection sleeve.
- mortar filled anchor tube is then pressed down the anchor rod until the rear provided with a profiling end portion of the anchor rod completely in the supporting masonry sunk.
- the injection sleeve is then the not yet filled section of the borehole in the facing masonry, in which the rear end portion of the anchor rod is filled with mortar.
- the mortar After curing of the mortar thus results over the tie rod a tensile and pressure-resistant connection between the supporting masonry and the facing masonry.
- Profiling at the two end portions of the anchor rod as a thread preferably form with a sawtooth profile.
- openings of the pipe wall may be arranged.
- one or more disc-like Abstreifflansche be arranged when inserting the anchor tube into the wellbore in the masonry form a kind of scraping edge and the drilling dust from the borehole wall strip.
- the injection attachment anchor 1 according to the invention shown in FIGS. 1 and 2 has an anchor tube 2 and an anchor rod 3.
- the anchor tube 2 is a plastic tube, closed at its front insertion end 4 and at its rear end. 5 is open.
- the anchor tube 2 has a front axial section 2a which is designed as a sieve sleeve is, and a closed rear axial section 2b.
- the front axial section 2a is limited by a Einschubsperre by several radial protruding projections 6 is formed. These projections 6 have one to the rear End 5 of the anchor tube 2 towards rising wedge shape, the anchor tube 2 after the Pushing through the hole 7 of the facing masonry 8 in the well 9 of the Clamp Tragmauerwerks 10, so that an axial fixation of the anchor tube. 2 is reached.
- an injection sleeve 11 is used, the one in the rear end 5 of the anchor tube 2 can be inserted and by a radial flange 12th limited first section 13 has.
- This first section 13 is followed second section 14, which extends to a mark 15, which also serves as a predetermined breaking point can be trained.
- This section continues with a third section 16, whose diameter is toward the rear end 17 of the injection sleeve 11 expanded nozzle-shaped.
- a stop flange 18 is arranged, which is for supporting the injection sleeve 11 is used during the setting process.
- the injection sleeve 11 is at the rear end of the Anchor tube 2 attached, wherein the flange 12 on the rear end 5 of the anchor tube 2 is seated.
- the injection sleeve 11 is now the anchor tube 2 through the facing brickwork 8 pushed through into the bore 9 of the supporting masonry 10 so far, until the stop flange 18 on the injection sleeve 11 on the outer surface of the Facing masonry 8 is seated.
- the insertion resistance increases so far that the anchor tube 2 is firmly fixed in the hole 9.
- the disc-like Abstreifflansche 19 during insertion of the anchor tube 2 the borehole wall of drilling dust eradicated, so that after spraying the borehole with composite mortar a good Adhesive effect is achieved.
- the anchor rod 3 has a at least at its two end portions Profiling on, in the present embodiment as sawtooth-shaped Thread 23 is formed.
- the portion 16 of the injection sleeve 11 cut off at the marking 15 is used, which is placed on the mouth of the borehole 7.
- Mortar press the mortar 24 is injected into the hole 7, the resulting from the Anchor tube 2 outstanding end of the anchor rod 3 is completely enveloped. After this Curing results over the incorporated in the front axial section 2a and the wellbore 7
- Anchor rod 3 a tensile and pressure-resistant connection between the supporting masonry 10 and the facing masonry 8.
- the outer diameter of the anchor tube 2 corresponds approximately to the diameters of the holes in the supporting and facing masonry, so that for anchoring the injection attachment anchor 1 only one small amount of mortar is required.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
- Figur 1
- ein mit einer Injektionshülse in einem Mauerwerk eingesetztes Ankerrohr eines Injektionsbefestigungsankers; und
- Figur 2
- einen im Mauerwerk verankerten Injektionsbefestigungsanker.
Claims (6)
- Injektionsbefestigungsanker (1) für zweischaliges Mauerwerk, mit einem Ankerrohr (2), das in einem vorderen Axialabschnitt (2a) Austrittsöffnungen in seiner Rohrwand aufweist, und das in einem sich anschließenden Axialabschnitt (2b) geschlossen ist, und mit einem in das Ankerrohr (2) einführbaren, zumindest an seinen beiden Endabschnitten Profilierungen (23) aufweisenden Ankerstab (3), dadurch gekennzeichnet, dass der vordere Axialabschnitt (2a) als Siebhülse ausgebildet und durch eine Einschubsperre (6) begrenzt ist
- Injektionsbefestigungsanker nach Anspruch 1, dadurch gekennzeichnet, dass die Einschubsperre durch mehrere radial abstehende und zum hinteren Ende (5) des Ankerrohrs (2) hin keilförmig ansteigende Vorsprünge (6) gebildet ist.
- Injektionsbefestigungsanker nach Anspruch 1, dadurch gekennzeichnet, dass die Profilierungen an den Endabschnitten des Ankerstabs (3) in Form eines vorzugsweise ein Sägezahnprofil aufweisenden Gewindes (23) gebildet sind.
- Injektionsbefestigungsanker nach Anspruch 1, dadurch gekennzeichnet, dass das Ankerrohr (2) etwa in der Mitte des geschlossenen Axialabschnitts (2b) sternförmig angeordnete Durchbrechungen (21) der Rohrwand aufweist.
- Injektionsbefestigungsanker nach Anspruch 1, dadurch gekennzeichnet, dass am vorderen Ende (4) des Ankerrohrs (2) wenigstens ein scheibenartiger Abstreifflansch (19) angeordnet ist.
- Verfahren zur Verankerung eines Injektionsbefestigungsankers (1) für zweischaliges Mauerwerk, mit einem Ankerrohr (2), das in einem vorderen Axialabschnitt (2a) Austrittsöffnungen in seiner Rohrwand aufweist, und das in einem sich anschließenden Axialabschnitt (2b) geschlossen ist, und mit einem in das Ankerrohr (2) einführbaren zumindest an seinen beiden Endabschnitten Profilierungen (23) aufweisenden Ankerstab (3), insbesondere nach Anspruch 1, dadurch gekennzeichnet, dass zum Injizieren der Mörtelmasse (24) in den im Mauerwerk eingesetzten Injektionsbefestigungsanker (1) eine Injektionshülse (11) verwendet wird, die einen in das hintere Ende (5) des Ankerrohrs einsteckbaren und durch einen radialen Flansch (12) begrenzten ersten Abschnitt (13), einen sich bis zu einer Markierung (15) erstreckenden zweiten Abschnitt (14) und einen sich daran anschließenden dritten Abschnitt (16) aufweist, dessen Durchmesser sich zum hinteren Ende (17) hin erweitert und in einem Abstand zur Markierung (15) mit einem Anschlagflansch (18) versehen ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10303801 | 2003-01-31 | ||
DE2003103801 DE10303801A1 (de) | 2003-01-31 | 2003-01-31 | Injektionsbefestigungsanker |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1443161A2 true EP1443161A2 (de) | 2004-08-04 |
EP1443161A3 EP1443161A3 (de) | 2005-03-23 |
Family
ID=32603058
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04001399A Withdrawn EP1443161A3 (de) | 2003-01-31 | 2004-01-23 | Injektionsbefestigungsanker |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1443161A3 (de) |
DE (1) | DE10303801A1 (de) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2014397A1 (de) * | 2007-07-12 | 2009-01-14 | HILTI Aktiengesellschaft | Profilierungselement |
GB2466258A (en) * | 2008-12-17 | 2010-06-23 | Be Inventive Ltd | Fixing apparatus and method |
EP2072838A3 (de) * | 2007-12-20 | 2010-07-14 | HILTI Aktiengesellschaft | Ankerrohr für einen Injektionsbefestigungsanker |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113530016A (zh) * | 2021-07-20 | 2021-10-22 | 廉微微 | 一种装配式墙板及其制造工艺 |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10038801A1 (de) | 2000-08-09 | 2002-02-21 | Fischer Artur Werke Gmbh | Injektionsbefestigungsanker |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1515162A (en) * | 1976-10-07 | 1978-06-21 | Pynford Ltd | Stabilization of cavity walls |
EP0014728B1 (de) * | 1979-02-26 | 1982-12-22 | Günter Joly | Hohler Verpressdübel |
DE3004276A1 (de) * | 1980-02-06 | 1981-08-13 | Upat Gmbh & Co, 7830 Emmendingen | Verfahren zum befestigen eines verblendmauerwerkes und huelse zur durchfuehrung des verfahrens |
DE8008673U1 (de) * | 1980-03-28 | 1982-01-21 | TOX-Dübel-Werk Richard W. Heckhausen KG, 7762 Bodman-Ludwigshafen | Kunststoffdübel |
DE3426174A1 (de) * | 1984-07-16 | 1986-01-23 | Hilti Ag, Schaan | Siebhuelse zur aufnahme von mittels aushaertender massen befestigbaren verankerungselementen |
DE3535251A1 (de) * | 1985-10-03 | 1987-04-09 | Hilti Ag | Huelsenfoermiger duebelkoerper |
DE3916612A1 (de) * | 1989-05-22 | 1990-11-29 | Fischer Artur Werke Gmbh | Injektionsbefestigungsanker |
GB9114141D0 (en) * | 1991-07-01 | 1991-08-21 | Adams Hayden J | Sleeve for structural anchors |
DE4331129A1 (de) * | 1993-09-14 | 1995-03-16 | Upat Max Langensiepen Kg | Verankerungselement zum Befestigen einer Vorsatzschale und Verfahren zum Setzen des Verankerungselementes |
DE19519514A1 (de) * | 1995-06-01 | 1996-12-05 | Hilti Ag | Einsatzelement für eine Aufnahmebohrung |
EP0863353A3 (de) * | 1997-03-03 | 2000-02-23 | Anton H. Erb | Verankerungsvorrichtung |
-
2003
- 2003-01-31 DE DE2003103801 patent/DE10303801A1/de not_active Withdrawn
-
2004
- 2004-01-23 EP EP04001399A patent/EP1443161A3/de not_active Withdrawn
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10038801A1 (de) | 2000-08-09 | 2002-02-21 | Fischer Artur Werke Gmbh | Injektionsbefestigungsanker |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2014397A1 (de) * | 2007-07-12 | 2009-01-14 | HILTI Aktiengesellschaft | Profilierungselement |
EP2072838A3 (de) * | 2007-12-20 | 2010-07-14 | HILTI Aktiengesellschaft | Ankerrohr für einen Injektionsbefestigungsanker |
AU2008258128B2 (en) * | 2007-12-20 | 2011-04-21 | Hilti Ag | Injection-securable anchor and anchor tube for the injection-securable anchor |
GB2466258A (en) * | 2008-12-17 | 2010-06-23 | Be Inventive Ltd | Fixing apparatus and method |
Also Published As
Publication number | Publication date |
---|---|
EP1443161A3 (de) | 2005-03-23 |
DE10303801A1 (de) | 2004-08-12 |
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Owner name: FISCHERWERKE GMBH & CO. KG |
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