EP1179649B1 - Ancrage de fixation par injection - Google Patents

Ancrage de fixation par injection Download PDF

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Publication number
EP1179649B1
EP1179649B1 EP01115442A EP01115442A EP1179649B1 EP 1179649 B1 EP1179649 B1 EP 1179649B1 EP 01115442 A EP01115442 A EP 01115442A EP 01115442 A EP01115442 A EP 01115442A EP 1179649 B1 EP1179649 B1 EP 1179649B1
Authority
EP
European Patent Office
Prior art keywords
anchor
holes
tube
anchor tube
mortar
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.)
Expired - Lifetime
Application number
EP01115442A
Other languages
German (de)
English (en)
Other versions
EP1179649A2 (fr
EP1179649A3 (fr
Inventor
Horst Mayer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fischerwerke Artur Fischer GmbH and Co KG
Original Assignee
Fischerwerke Artur Fischer GmbH and Co KG
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 Fischerwerke Artur Fischer GmbH and Co KG filed Critical Fischerwerke Artur Fischer GmbH and Co KG
Publication of EP1179649A2 publication Critical patent/EP1179649A2/fr
Publication of EP1179649A3 publication Critical patent/EP1179649A3/fr
Application granted granted Critical
Publication of EP1179649B1 publication Critical patent/EP1179649B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E—FIXED CONSTRUCTIONS
    • E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
    • E05D—HINGES OR SUSPENSION DEVICES FOR DOORS, WINDOWS OR WINGS
    • E05D5/00—Construction of single parts, e.g. the parts for attachment
    • E05D5/02—Parts for attachment, e.g. flaps
    • E05D2005/0284—Parts for attachment, e.g. flaps for embedding in concrete or masonry
    • E—FIXED CONSTRUCTIONS
    • E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
    • E05Y—INDEXING SCHEME ASSOCIATED WITH SUBCLASSES E05D AND E05F, RELATING TO CONSTRUCTION ELEMENTS, ELECTRIC CONTROL, POWER SUPPLY, POWER SIGNAL OR TRANSMISSION, USER INTERFACES, MOUNTING OR COUPLING, DETAILS, ACCESSORIES, AUXILIARY OPERATIONS NOT OTHERWISE PROVIDED FOR, APPLICATION THEREOF
    • E05Y2600/00—Mounting or coupling arrangements for elements provided for in this subclass
    • E05Y2600/50—Mounting methods; Positioning
    • E05Y2600/52—Toolless
    • E05Y2600/526—Gluing or cementing

Definitions

  • the invention relates to an injection attachment anchor having the features of the preamble of claim 1.
  • Such an injection attachment anchor is known from EP-A-0033951.
  • injection attachment anchor is for the renovation of bivalve masonry intended.
  • the known injection attachment anchor has an anchor tube, which in a front axial portion is provided with holes in its tube wall. It should Under the front that end of the anchor tube are understood, with the Voran the anchor tube is introduced into a borehole in the masonry.
  • the Holes provided axial section closes a closed axial section of the Anchor tube on, in which the pipe wall no holes, openings, openings or the like. having.
  • the closed axial section can be up to a rear end of the anchor tube pass.
  • In the anchor tube of the known injection attachment anchor is a corrugated Wire as an anchor rod whose diameter is a fraction of an inner diameter of the anchor tube amounts.
  • the injection attachment anchor according to DE-A-3916612 has the disadvantage that a large amount of mortar to its anchoring in the Tragmauerwerk is necessary, since the entire interior volume of the anchor pipe must be filled with mortar, so that the mortar through the Holes in the front axial section of the anchor tube emerges.
  • the inset in the anchor tube Anchor rod has a small in relation to the inner diameter of the anchor tube Diameter, so that a sufficiently large space between the tie rod and the anchor tube for the passage of the mortar remains.
  • the anchor rod of the known Injection fastening anchor therefore reduces the internal volume of the anchor tube only a negligible fraction.
  • Another disadvantage of the known injection attachment anchor is its large outer diameter, which is required to one sufficiently large space between the anchor rod and the anchor tube for the To get passage of the mortar.
  • the known injection attachment anchor requires so a large diameter hole in the masonry.
  • the invention is therefore based on the object to an injection attachment anchor create a small amount of mortar needed to anchor it and one small borehole diameter allows.
  • the Injection fastening anchor according to the invention has an anchor rod whose Diameter corresponds to an inner diameter of the anchor tube or is slightly smaller.
  • the anchor rod of the injection attachment anchor according to the invention forms a kind Piston, with the injected into the anchor tube amount of mortar in the front axial section slidable, where they by displacement action of the anchor rod and / or due one exerted by the anchor rod pressure through the holes emerges.
  • inventive Injection attachment anchor will add the amount of mortar into the anchor tube injected before the anchor rod is inserted into the anchor tube.
  • Another advantage of the invention is that it has an anchor tube of smaller diameter allows because the anchor rod has the same or a slightly smaller diameter like the inner diameter of the anchor tube, there is no or only a smaller one Gap between the anchor rod and the anchor tube.
  • the smaller diameter of the anchor tube The injection attachment anchor according to the invention has the advantage of smaller borehole diameter. The hole is lighter and with less effort buildable.
  • the anchor rod does not over its entire length to the Inner diameter of the anchor tube corresponding or slightly smaller diameter on, but only axially limited. In this way, that reduces for the tie rod necessary material.
  • the anchor rod at two axially from each other spaced locations corresponding to the inner diameter of the anchor tube or slightly smaller diameter. These two bodies can be attached to each other Ends of the anchor rod are located or they can be spaced from the ends of the anchor rod be arranged.
  • This embodiment of the invention prevents a wrong Inserting the anchor rod in the anchor tube, since both ends of the anchor rod formed the same are.
  • Another advantage of this embodiment of the invention is that in the Anchor tube inserted anchor rod closes the anchor tube in the region of its rear end. This prevents when injecting mortar into the wellbore in the Facing masonry after inserting the anchor rod into the anchor tube of the mortar in the anchor tube enters.
  • the mortar connects the facing brickwork with the preferably from the rear end of the anchor tube protruding anchor rod. There is no mortar enters the closed axial section of the anchor tube, which is for connecting the Facing masonry with the supporting masonry required amount of mortar reduced.
  • the anchor rod in one embodiment of the invention, a roughening, a knurl, a thread or the like.
  • a corrugated, coiled or the like Execution of the anchor rod at least in its end section.
  • the holes are offset in the circumferential direction to each other arranged in the front axial portion of the anchor tube. This avoids that is displaced with the anchor rod in the front axial portion of the anchor tube Mortar essentially emerges from holes arranged further back and a small amount of mortar up to further from the anchor tube mounted holes arrives.
  • the inventive measure the number of holes per pipe wall surface in rear portion of the front, the holes having axial portion of the anchor tube smaller than to provide further forward serves the purpose, if possible on the Length of the front axial section uniform mortar exit through the holes too to reach.
  • Another measure to an over the length of the holes having axial portion It is the holes of the anchor tube to achieve even mortar emergence rear portion of the axial section obliquely against a flow direction of the mortar extending and / or the holes in the front region of the holes having axial portion to arrange obliquely running in the flow direction of the mortar.
  • the oblique Holes aligned in the rear area of the mortar against the direction of flow of the mortar the holes having axial portion worsen the mortar outlet and the obliquely in the direction of flow of the mortar running holes in the front region of the anchor tube favor the mortar leakage, resulting in a total of the length of the Holes having axial portion results in a roughly uniform mortar exit.
  • the purpose of an over the length of the holes having axial portion may serve uniform mortar emergence individually or be used in combination.
  • the front end of the anchor tube preferably closed.
  • a circumferential sealing collar on the outside of a provided at the rear end of the anchor tube. This sealing collar seals the anchor tube in Borehole in the facing masonry and avoids leakage of mortar, which in the Drill hole is injected in the facing masonry, between the anchor tube and a borehole wall therethrough.
  • the anchor tube has a sealing collar on the outside a rear end of the axial portion having the holes.
  • This sealing band prevents the escape of mortar from the borehole in the retaining masonry between the anchor tube and a borehole wall. This is the mortar which has leaked through the holes in the anchor tube and the injection attachment anchor connects with the Tragmauerwerk.
  • the anchor rod from a rear end of the Anchor tube before.
  • By injecting mortar into the borehole in the facing masonry Insertion of the anchor rod in the anchor tube can be in this way the injection attachment anchor connect with the facing brickwork.
  • the injection attachment anchor 10 according to the invention shown in FIG Anchor tube 12 and an anchor rod 14.
  • the anchor tube 12 is a plastic tube, the is closed at a front end 16.
  • the front end 16 is the end leading the anchor tube 12 into a borehole.
  • At a rear End of the anchor tube 12 is open, it has a conically outwardly sealing collar 18 on.
  • the anchor tube 12 has another, surrounding sealing collar 20.
  • this sealing collar 20 is approximately in a longitudinal center of the anchor tube 12th
  • the sealing collar 20 divides the anchor tube 12 into a front axial section 22, the extends from the front end 16 to the sealing collar 20, and in a subsequent Axial section 24, which in the illustrated embodiment of the invention of Sealing collar 20 extends to the rear end of the anchor tube 12.
  • a tube wall of the anchor tube 12 is provided with holes 26, 28, 30 which are in axially and circumferentially equally or non-uniformly over the front axial section 22 of the anchor tube 12 are arranged distributed.
  • the anchor tube 12 is closed, it has no holes or other Openings in its pipe wall.
  • the anchor rod 14 is made of steel, it is for example by galvanizing or other Measures or by manufacturing stainless steel from corrosion.
  • the anchor rod 14 has circumferential at two axially spaced locations Frets 32 on which the anchor rod 14 has a diameter which is slightly smaller as an inner diameter of the anchor tube 12 is.
  • the frets 32 are spaced from arranged the ends of the anchor rod 14. From the frets 32 to its ends is the Anchor rod 14 provided with threads 34, between the collars 32 is the anchor rod 14th smooth walls.
  • the anchor rod 14 has a length such that its front End 16 of the anchor tube 12 also collar 32 near the rear end of the anchor tube 12 is located in the anchor tube 12 when the anchor rod 14 completely into the anchor tube 12th is introduced.
  • the front end 16 of the anchor tube 12 remote thread 34 of the Anchor rods 14 project from the rear end of the anchor tube 12 when the tie rod 14 is completely inserted into the anchor tube 12.
  • the injection fastening anchor 10 serves for fastening a facing masonry 36 on a supporting masonry 38 in the renovation of a clam shell Masonry 36, 38.
  • To set the injection attachment anchor 10 is first a wellbore 40, 42 mounted by the distance in front of the supporting masonry 38 Facing masonry 36 drilled through in the supporting masonry 38.
  • Subsequently is the anchor tube 12 of the injection attachment anchor 10 of the invention in the borehole 40, 42 inserted so that the front, with the holes 26, 28, 30th Provided axial portion 22 of the anchor tube 12 in the borehole 42 in the supporting masonry 38th located.
  • the sealing collar 20 at the rear end of the front axial section 22 closes the borehole 42 in the supporting masonry 38 from.
  • the rear end of the anchor tube 12 is located sunk in the borehole 40 in the facing masonry 36, the closed axial section 24 of the anchor tube 12 bridges the distance between the facing brickwork 36 and the supporting masonry 38.
  • the sealing collar 18 at the rear end of the anchor tube 12 is due to a conversion of the borehole 40 in the facing masonry 36.
  • a synthetic resin mortar 44 by means of a mortar press, not shown injected into the anchor tube 12.
  • the injected amount of mortar is sized to its volume in about an inner volume of the anchor tube 12 within the front, with the Holes 26, 28, 30 provided axial portion 22 corresponds or is slightly smaller as this volume.
  • the anchor rod 14 is inserted into the anchor tube 12.
  • the anchor rod 14 acts as a kind of piston, he pushes the synthetic resin mortar 44 in the anchor tube 12 forward in the with the holes 26, 28, 30 provided axial region 22.
  • the injection attachment anchor 10 By displacement effect of the anchor rod 14 and / or one exerted by the anchor rod 14 on the synthetic resin mortar 44 Pressure exits the synthetic resin mortar 44 through the holes 26, 28, 30 and connects after curing, the injection attachment anchor 10 according to the invention with the Tragmauerwerk 38.
  • the injection attachment anchor 10 is in the supporting masonry 38th anchored.
  • By the thread 34 of the anchor rod 14 is a good connection of the Anchoring rods 14 achieved with the synthetic resin mortar 44.
  • the covenant 20 at the far end of the front axial portion 22 of the anchor tube 12 prevents leakage of synthetic resin mortar 44 from the borehole 42 in the supporting masonry 38.
  • the anchor rod 14 displaces substantially the entire, in the anchor tube 12 injected amount of synthetic resin mortar 44 in the front axial portion 22 of the anchor tube 12, at most a small amount of mortar remains due to a small gap between the collar 32 and a tube wall of the anchor tube 12 adhere to the tube wall.
  • the injection attachment anchor 10 requires its Anchoring in the supporting masonry 38 a small amount of mortar.
  • a synthetic resin mortar in the well 40 in Veneering masonry 36 injected. Because of the front end 16 of the anchor tube 12 distant Collar 32 of the anchor rod 14 closes the anchor tube 12 near the rear end thereof and since the sealing collar 18 at the rear end of the anchor tube 12, the borehole 40 in the facing masonry 36 closes is also in the borehole 40 in the facing masonry 36 injected amount of mortar low.
  • the synthetic resin mortar, not shown in the borehole 40th in the facing masonry 36 connects after curing, the facing masonry 36th with the anchor rod 14, so that the facing masonry 36 at the predetermined distance is connected by the supporting masonry 38 with the supporting masonry 38.
  • the thread 34 at causes the front end 16 of the anchor tube 12 far end of the anchor rod 14 a good connection of the anchor rod 14 on the injected resin mortar with the Facing masonry 36. Since the anchor rod is provided at both ends with a thread 34 is and has a covenant 32, he can not accidentally turn around in the Anchor tube 12 are introduced.
  • the synthetic resin mortar Due to its viscosity and its flow behavior, the synthetic resin mortar has 44 the tendency, first and reinforced from the farther back in the front axial section 22nd the anchor tube 12 located holes 26 exit. This can be the case in extreme cases cause that out of the holes 30 located ahead of only a small amount of mortar or no mortar at all.
  • To an at least reasonably even Mortar exit from the holes 26, 28, 30 over the entire length of the front Axialabitess 22 can be achieved with the injection fastening anchor 10 according to the invention various measures described below provided. These measures can be realized individually or in any combination with each other.
  • a measure to achieve over the length of the axial section 22 in about To achieve even mortar leakage is in the rear of the front Axialabsacrificings 22 arranged holes 26 obliquely from inside to outside and behind, So to arrange diagonally opposite to a flow direction of the synthetic resin mortar 44.
  • the holes 30 are inclined from the inside to the outside and in front, so obliquely mounted in the flow direction of the synthetic resin mortar 44 in the anchor pipe 12.
  • the holes 28 are radially aligned.
  • holes 26, 28, 30 with different axial distance from the front end 16 of the anchor tube 12 in the circumferential direction offset to each other to arrange.
  • the holes 26, 28, 30, for example As shown in Figure 2, be arranged like a grid.
  • Another option is a helical arrangement of the holes 26, 28, 30, as shown in Figure 3.
  • Another measure, one over the length of the axial section 22 in approximately uniform To reach mortar exit is a distance of the holes 26, 28, 30 from the front To increase the end 16 of the anchor tube 12 to the rear, d. H. in the back of the Axial section 22 a smaller number of holes 26 per area than in the front area to provide the axial section 22.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Piles And Underground Anchors (AREA)
  • Dowels (AREA)
  • Adhesives Or Adhesive Processes (AREA)
  • Materials For Medical Uses (AREA)
  • Control Of Combustion (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Claims (12)

  1. Dispositif d'ancrage pour fixation d'injection pour maçonnerie à double paroi, moyennant quoi la tige d'ancrage pour fixation d'injection est introduite dans la maçonnerie porteuse (38) et reliée à la maçonnerie de parement (36), avec un tube d'ancrage (12) qui comporte des trous (26, 28, 30) dans sa paroi de tube, dans un tronçon axial avant, et qui est fermé dans un tronçon axial raccordé, et avec une barre d'ancrage (14) insérable dans le tube d'ancrage (12), caractérisé en ce que la barre d'ancrage (14) présente un diamètre qui correspond à un diamètre intérieur du tube d'ancrage (12) ou qui est un peu plus petit, en ce que le diamètre de la barre d'ancrage (14) correspond au diamètre intérieur du tube d'ancrage (12) de manière seulement limitée axialement ou est un peu plus petit et en ce que la barre d'ancrage (14) présente un diamètre plus petit sur une longueur axiale restante.
  2. Dispositif d'ancrage pour fixation d'injection selon la revendication 1, caractérisé en ce que la barre d'ancrage (14) présente, à deux endroits (32) axialement éloignés l'un de l'autre, un diamètre qui correspond à un diamètre intérieur du tube d'ancrage (12) ou qui est un peu plus petit.
  3. Dispositif d'ancrage pour fixation d'injection selon la revendication 1, caractérisé en ce que la barre d'ancrage (14) présente une rugosité, un moletage, un filetage (34) ou d'autres choses de ce genre dans un tronçon d'extrémité.
  4. Dispositif d'ancrage pour fixation d'injection selon la revendication 1, caractérisé en ce que la barre d'ancrage (14) présente une ondulation, une partie hélicoïdale ou d'autres choses de ce genre dans un tronçon d'extrémité.
  5. Dispositif d'ancrage pour fixation d'injection selon la revendication 1, caractérisé en ce que les trous (26, 28, 30) dans la paroi de tube du tube d'ancrage (12) sont décalés les uns par rapport aux autres dans la direction périphérique.
  6. Dispositif d'ancrage pour fixation d'injection selon la revendication 1, caractérisé en ce que le tube d'ancrage (12) comporte des trous plus grands (30) à l'avant qu'à l'arrière dans le tronçon axial (22) comportant les trous (26, 28, 30).
  7. Dispositif d'ancrage pour fixation d'injection selon la revendication 1, caractérisé en ce que le tube d'ancrage (12) comporte un plus grand nombre de trous (30) par surface de paroi de tube à l'avant qu'à l'arrière dans le tronçon axial (22) comportant les trous (26, 28, 30).
  8. Dispositif d'ancrage pour fixation d'injection selon la revendication 1, caractérisé en ce que les trous (26) à l'arrière dans le tronçon axial (22) comportant les trous (26, 28, 30) du tube d'ancrage (12) s'étendent de l'intérieur vers l'extérieur en biais vers l'arrière et/ou en ce que les trous (30) à l'avant dans le tronçon axial (22) comportant les trous (26, 28, 30) du tube d'ancrage (12) s'étendent de l'intérieur vers l'extérieur en biais vers l'avant.
  9. Dispositif d'ancrage pour fixation d'injection selon la revendication 1, caractérisé en ce que le tube d'ancrage (12) est fermé à une extrémité avant (16).
  10. Dispositif d'ancrage pour fixation d'injection selon la revendication 1, caractérisé en ce que le tube d'ancrage (12) comporte une collerette étanche (18) à l'extérieur à une extrémité arrière.
  11. Dispositif d'ancrage pour fixation d'injection selon la revendication 1, caractérisé en ce que le tube d'ancrage (12) comporte une collerette étanche (20) à l'extérieur à une extrémité arrière du tronçon axial (22) comportant les trous (26, 28, 30).
  12. Dispositif d'ancrage pour fixation d'injection selon la revendication 1, caractérisé en ce que la barre d'ancrage (14) fait saillie à partir d'une extrémité arrière du tube d'ancrage (12).
EP01115442A 2000-08-09 2001-06-27 Ancrage de fixation par injection Expired - Lifetime EP1179649B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10038801A DE10038801A1 (de) 2000-08-09 2000-08-09 Injektionsbefestigungsanker
DE10038801 2000-08-09

Publications (3)

Publication Number Publication Date
EP1179649A2 EP1179649A2 (fr) 2002-02-13
EP1179649A3 EP1179649A3 (fr) 2003-05-21
EP1179649B1 true EP1179649B1 (fr) 2005-06-01

Family

ID=7651809

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01115442A Expired - Lifetime EP1179649B1 (fr) 2000-08-09 2001-06-27 Ancrage de fixation par injection

Country Status (6)

Country Link
EP (1) EP1179649B1 (fr)
AT (1) ATE296932T1 (fr)
CZ (1) CZ20012884A3 (fr)
DE (2) DE10038801A1 (fr)
HU (1) HUP0102960A3 (fr)
PL (1) PL349060A1 (fr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10303801A1 (de) 2003-01-31 2004-08-12 Fischerwerke Artur Fischer Gmbh & Co. Kg Injektionsbefestigungsanker
ITBS20030084A1 (it) * 2003-09-19 2005-03-20 Ardesi Serramenti Di Ardesi Enrico & C S N C Cardine per ancoraggio a muro mediante resina chimica.
DE102004029018A1 (de) 2004-06-16 2005-12-29 Fischerwerke Artur Fischer Gmbh & Co. Kg Injektionsbefestigungsanordnung und Verfahren zur Injektionsbefestigung
DE102007055893A1 (de) * 2007-12-20 2009-07-30 Hilti Aktiengesellschaft Ankerrohr für einen Injektionsbefestigungsanker
DE102011084815A1 (de) 2010-10-22 2012-04-26 Koenig & Bauer Aktiengesellschaft Druckmaschine mit Trocknereinrichtung und Abwärmenutzungssystem und Verfahren zur Optimierung der Abwärmenutzung an einer Druckmaschine
CN105298524A (zh) * 2015-09-14 2016-02-03 中铁二十五局集团第四工程有限公司 溶洞隧道初支变形加固方法
DE102018100312A1 (de) * 2018-01-09 2019-07-11 Fischerwerke Gmbh & Co. Kg Fassadenhalter, Befestigungsanordnung mit einem solchen Fassadenhalter und Verfahren zur Befestigung einer Fassadenplatte

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2117349A5 (fr) * 1970-12-04 1972-07-21 Omnitechnic Gmbh
DE3004276A1 (de) * 1980-02-06 1981-08-13 Upat Gmbh & Co, 7830 Emmendingen Verfahren zum befestigen eines verblendmauerwerkes und huelse zur durchfuehrung des verfahrens
GB2137273B (en) * 1983-03-30 1986-08-06 Alan Geoffrey Barnett Improvements in or relating to wall ties
DE3608775C2 (de) * 1986-03-15 1995-03-16 Int Intec Patent Holding Ets In vorgebohrte Löcher einzusetzender Injektionsanker
AU612641B2 (en) * 1987-05-07 1991-07-18 Gene Alfonse Falco Masonry anchor
DE3840055C2 (de) * 1988-07-15 1994-03-17 Maechtle Gmbh Fassadendübel
DE3916612A1 (de) * 1989-05-22 1990-11-29 Fischer Artur Werke Gmbh Injektionsbefestigungsanker
DE4431787A1 (de) * 1994-04-26 1995-11-02 Modersohn Gmbh & Co Kg Wilh Verfahren und Vorrichtung zum nachträglichen Befestigen von Vormauerwerk oder dergleichen
NL1004990C2 (nl) * 1997-01-14 1998-07-15 Insulcon Europ B V Verankeringselement alsmede een werkwijze voor het bekleden van een substraat.

Also Published As

Publication number Publication date
EP1179649A2 (fr) 2002-02-13
HUP0102960A2 (hu) 2002-03-28
EP1179649A3 (fr) 2003-05-21
PL349060A1 (en) 2002-02-11
CZ20012884A3 (cs) 2002-03-13
HUP0102960A3 (en) 2002-05-28
ATE296932T1 (de) 2005-06-15
DE10038801A1 (de) 2002-02-21
DE50106372D1 (de) 2005-07-07
HU0102960D0 (en) 2001-09-28

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