EP0619402B1 - Anker zur Verwendung bei einer Ankerschiene für die Bautechnik - Google Patents
Anker zur Verwendung bei einer Ankerschiene für die Bautechnik Download PDFInfo
- Publication number
- EP0619402B1 EP0619402B1 EP94104938A EP94104938A EP0619402B1 EP 0619402 B1 EP0619402 B1 EP 0619402B1 EP 94104938 A EP94104938 A EP 94104938A EP 94104938 A EP94104938 A EP 94104938A EP 0619402 B1 EP0619402 B1 EP 0619402B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchor
- clamp
- accordance
- rail
- bolt
- 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
Links
- 238000005516 engineering process Methods 0.000 title description 2
- 210000000078 claw Anatomy 0.000 claims description 47
- 238000003780 insertion Methods 0.000 claims description 5
- 230000037431 insertion Effects 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 4
- 238000009420 retrofitting Methods 0.000 claims 2
- 239000002699 waste material Substances 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000003716 rejuvenation Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
Definitions
- the invention relates to an anchor for use in a Anchor rail for construction technology, especially C or Has a U-shaped cross section.
- Anchor channels with bolts of this type are known (EP-A 154 157). They are manufactured by the meter. Here the anchors are firm and captive with the back of the Anchor rail connected and arranged at predetermined intervals. Anchor channels of this type are used on the construction site cut to exact size, attached to the concrete formwork and then, for example, concreted into a ceiling. With conventional anchor channels, the distance between adjacent ones is Anchoring, for example, 250 mm. For safety reasons and to prevent that from cutting off created end of the anchor channel under load bends out of the concrete, the protrusion of the anchor channel a certain one over the last anchor before the interface Do not exceed dimension, for example 25 mm. Because the individual, required length dimensions of the anchor channel are of different sizes, arise when cutting the The anchor channel is a piece of waste of different dimensions Length if the overhang of the anchor channel over the last anchor in front of the interface larger than permitted is.
- This subsequently created on the end section of the anchor rail through any interface, attached anchors should be firmly connected as standard with the rail Anchor all occurring stresses, in particular Can absorb tensile and bending forces.
- the clamp can be combined with the anchor the anchor rail at least approximately its inner profile, thus correspond to the anchor channel cavity. Furthermore, the clamping claw can be tapered, so that they are easily in the end of the anchor rail can be taken.
- the clamping part expediently has a receiving part on the bolt receiving at mounted anchor lies outside the end section and with that of the bolt by screwing in or other suitable Way can be firmly connected. Thereby are recording part and clamp claw preferably formed in one piece.
- the one-piece Clamping part designed like a screw clamp is such that the clamping claw in the cavity of the end portion insert the anchor rail and via a connecting part is rigidly connected to the receiving part.
- a Such a clamping part can be inserted into the end section the anchor rail by screwing the anchor on Bottom of the anchor rail so tight that the anchor together with the clamping part that occurs after concreting Can easily accommodate stresses and this prevents the larger anchor rail protrusion from bending open.
- the invention thus makes it possible to anchor the respective anchor rail local dimensions with regard to a possible Adapt the protrusion exactly, without any manufacturing disadvantages to fear for the built-in anchor rail are.
- An anchor channel can therefore be used without consideration on the size of the protrusion at any point be cut to length without, as before, cut off Parts of the anchor channel accumulate as waste.
- sawing costs when cutting the anchor channel reduced to size, since each with only a single saw cut the anchor channel without cutting to size from the prefabricated longer anchor channel are separated can.
- an end portion 4 is one in cross section shown about C-shaped anchor rail 2, the bottom 2 'merges into leg 2 "bent approximately perpendicular to it. These legs 2 "are at the ends by 90 ° in Bent towards each other that an insertion slot 12 is formed becomes.
- An anchor 1 is attached to the anchor rail 2, which consists of a bolt 5 and a clamping part 3.
- the bolt 5 or 5a of the armature 1 is easier Bolt executed, while the bolt 5 'in the embodiment 3 and 4 for larger anchor channels or a particularly high one for higher loads Has firmness.
- the end section 4 of the anchor rail 2 is in all versions, for example by sawing off the Anchor channel created to exact measure.
- the armature 1 As a result of the invention Formation of the armature 1, after which the bolt 5, 5 ', 5a is assigned a clamping part 3, the armature 1 by means of the clamping part 3 after tailoring the Anchor rail placed on its end section 4 and with be firmly attached to him.
- the armature 1 thus has a clamping part 3 for placing and connecting to the end portion of the Anchor rail 2 to this end section and thus the over protruding the last of the existing anchors Support the length of the anchor channel, for which the Anchor 1 is subsequently attached to the anchor rail. In this way, anchor channels can be opened without waste cut the exact length regardless of the size of the remaining protrusion over the last rail anchor.
- Anchor with its clamping part is a safe support of the protruding piece of anchor rail after concreting guaranteed. Since the anchor 1 according to the invention with its Clamping part 3 at any desired point on the protrusion can be retrofitted to the anchor channel by a standard 6 m long anchor rail, for example any anchor channel length can be cut off without waste of material.
- the bolt 5 and the clamping part 3 can be separate parts be, the bolt 5, 5 a screwed into the clamping part 3 is, as is the case with the embodiments according to FIGS. 1, 2, 5, 6 and 7, 8 is provided. 3 and 4 show can the bolt 5 'but also by upsetting, pressing or in another way by appropriate material forming be rigid and permanently connected to the clamping part 3.
- the clamping part 3 For clamping in the free cavity of the end section 4 the anchor rail 2, the clamping part 3 has a clamping claw 6 by means of which the armature 1 is fixed to the end section 4 the anchor rail 2 is to be connected. Accordingly, the Clamping claw 6 at least approximately to the inner cross section the anchor channel cavity adjusted to make it as simple as possible and to position it securely in this cavity. At 1 to 4 has the clamping claw 6 one decreasing towards the interior of the anchor channel cavity Cross section, the clamping claw preferably wedge-shaped is rejuvenated.
- a receiving part 7 is provided in the built-in State of the anchor 1 outside the end portion 4 of the Anchor rail lies and is intended to receive the bolt 5 and keep.
- Clamping claws 6 and 6 are useful Receiving part 7 made in one piece, its walls over the entire length of the clamping part 3 with the same wedge angle are rejuvenated.
- the bolt 5 or 5a is easier Bolt formed as a separate part is screwed to the clamping part 3.
- the bolt 5a is in a threaded bore 9 "of the receiving part 7a screwable.
- the clamping claw 6 At least in its cross section approximately the C- or U-shaped hollow cross section of the Adjusted anchor rail, its length at least twice is greater than the axial extent of the associated Receiving part 7, as shown in FIGS. 1 and 2 Embodiment can be seen.
- the clamping part 3 consisting of clamping claw 6 and receiving part 7 a closed cross section, so that undesirable deformations when struck be avoided.
- the arrangement is such that the clamping claw 6 approximately according to the profile of the anchor rail 2 Is U-shaped with side legs 6 ", which after the clamping claw 6 is hammered into the rail 2, that is to say in the clamping position, on bent legs 13 support the side leg 2 "of the anchor rail 2.
- Anchor 1 shown, in which the clamping part 3 with a clamp claw 6a and a receiving part 7a according to Art a screw clamp is designed, these two parts by one outside the end section 4 of the anchor rail 2 located part 10 are rigidly connected to each other, so that they form a one-piece clamping part 3, the receiving part 7a for the bolt 5a on the outside of the bolt 2 'of the anchor rail 2 is.
- the clamping claw 6a has a clamping surface 6'a which runs parallel to the bottom 2 'of the anchor rail 2 and by means of of the bolt 5a against the anchor rail base 2 ' can be braced.
- the clamping claw 6a, the receiving part 7a and the part 10 connecting these two parts are in one piece formed, wherein between the claw 6a and the receiving part 7a has a slot 11 so that the clamping part 3 together with the bolt 5a on the bottom 2 'of the end section 4 the anchor rail can be plugged on.
- Advantageous are clamping claw 6a, receiving part 7a and connecting part 10 designed to be a single piece of high strength form that has a cube or cuboid shape.
- clamping claw 6a dimensioned so that they the clear width of the anchor channel cavity almost filled, but still a Slightly push the clamping part 3 onto the anchor rail is guaranteed.
- This version has the advantage that a secure and immovable position after inserting the Clamping claw 6a guaranteed even then in the anchor rail is when significant lateral forces on the anchor 1 are effective.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
- Fig. 1
- eine erste Ausführung des Ankers, dessen Bolzen in ein keilförmig verjüngtes Klemmteil einschraubbar ist, das aus Klemmpratze und Aufnahmeteil für den Bolzen besteht, im Teilschnitt längs eines Endabschnittes der Ankerschiene,
- Fig. 2
- eine Ansicht von vorn auf das Klemmteil und die Ankerschiene entsprechend Fig. 1,
- Fig. 3
- eine andere Ausführung des Ankers mit Bolzen und Klemmteil,
- Fig. 4
- den Anker nach Fig. 3 in Ansicht von vorn,
- Fig. 5
- eine weitere Ausführungsform des Ankers mit Bolzen und Klemmteil in Seitenansicht auf einen Endabschnitt der Ankerschiene,
- Fig. 6
- die Ausführung nach Fig. 5 in Ansicht von vorn,
- Fig. 7 und 8
- eine Ausführung, bei der die Klemmpratze annähernd den Querschnitt des Hohlprofiles der Ankerschiene ausfüllt.
Claims (18)
- Anker (1) zur Verwendung bei einer Ankerschiene (2) für die Bautechnik, die insbesondere einen C- oder U-förmigen Querschnitt aufweist,
wobeider Anker ein mit einem Befestigungsteil verbundener Bolzen (5) ist und das Befestigungsteilals Klemmteil (3) zur nachträglichen Montage des Ankers (1) an einem Endabschnitt (4) der Ankerschiene (2) ausgeführt undmit einer Klemmpratze (6a) und einem Aufnahmeteil (7a) versehen ist,zwischen der Klemmpratze (6a) und dem Aufnahmeteil (7a) ein Schlitz (11) zur Aufnahme des Bodens (2') des Endabschnittes (4) der Ankerschiene (2) vorhanden ist. - Anker (1) zur Verwendung bei einer Ankerschiene (2) für die Bautechnik, die insbesondere einen C- oder U-förmigen Querschnitt aufweist,
wobeider Anker ein mit einem Befestigungsteil verbundener Bolzen (5) ist unddas Befestigungsteilals Klemmteil (3) zur nachträglichen Montage des Ankers (1) an einem Endabschnitt (4) der Ankerschiene (2) ausgeführt ist,eine Klemmpratze (6) zur Aufnahme in einer Ankerschiene (2) umfaßt undeinen den Bolzen (5) aufnehmenden Aufnahmeteil (7) aufweist, der außerhalb der Ankerschiene (2) verbleibt,die Längsachse des Bolzens im wesentlichen senkrecht zur Achse (8) der Klemmpratze (6) festgelegt ist. - Anker nach Anspruch 1 oder 2, in Kombination mit einer Ankerschiene (2),
dadurch gekennzeichnet, daß die zum Einklemmen in den freien Hohlraum des Endabschnittes (4) der Ankerschiene (2) vorgesehene Klemmpratze (6, 6a) wenigstens annähernd an den Innenquerschnitt des Hohlraumes der Ankerschiene (2) angepaßt ist. - Anker nach Anspruch 2 oder 3,
dadurch gekennzeichnet, daß die Klemmpratze (6) einen in Richtung zum Innenraum der Ankerschiene (1) abnehmenden Querschnitt hat, insbesondere keilförmig verjüngt ist. - Anker nach einem der Ansprüche 2 bis 4,
dadurch gekennzeichnet, daß der Aufnahmeteil (7) einstückig mit der Klemmpratze (6) ausgeführt ist. - Anker nach einem der Ansprüche 2 bis 5,
dadurch gekennzeichnet, daß die Klemmpratze (6) eine mindestens zweifach größere axiale Erstreckung hat als der Aufnahmeteil (7). - Anker nach Anspruch 5 oder 6,
dadurch gekennzeichnet, daß die Wandungen von Pratze (6) und Aufnahmeteil (7) über deren Gesamtlänge mit gleichem Keilwinkel verjüngt sind. - Anker nach einem der Ansprüche 5 bis 7,
dadurch gekennzeichnet, daß der Aufnahmeteil (7) eine zur Achse (8) der Klemmpratze (6) senkrechte Gewindebohrung (9) zum Einschrauben des Bolzens (5) aufweist. - Anker nach einem der Ansprüche 5 bis 8,
dadurch gekennzeichnet, daß das Klemmteil (3), bestehend aus Aufnahmeteil (7) und Klemmpratze (6), einen geschlossenen Querschnitt hat. - Anker nach Anspruch 9,
dadurch gekennzeichnet, daß in einander gegenüberliegenden Wandungen des Aufnahmeteiles (7) korrespondierende Gewindebohrungen (9 und 9') für den Bolzen (5) vorhanden sind. - Anker nach Anspruch 1 oder 3,
dadurch gekennzeichnet, daß die Klemmpratze (6a) eine Klemmfläche (6'a) aufweist, die wenigstens annähernd parallel zum Boden (2') der Ankerschiene (2) verläuft. - Anker nach einem der Ansprüche 1 oder 11,
dadurch gekennzeichnet, daß ein Aufnahmeteil (7a) für den Bolzen (5a) an der Außenseite des Bodens (2') der Ankerschiene (2) vorgesehen ist, und daß die Klemmfläche (6'a) mittels des Bolzens (5a) gegen den Boden (2') der Ankerschiene (2) spannbar ist. - Anker nach einem der Ansprüche 1, 11 oder 12,
dadurch gekennzeichnet, daß das Klemmteil (3) nach Art einer Schraubzwinge gestaltet ist, derart, daß die Klemmpratze (6a) mit einem Aufnahmeteil (7a) für den Bolzen (5a) über einen Verbindungsteil (10) starr verbunden ist. - Anker nach Anspruch 13,
dadurch gekennzeichnet, daß Klemmpratze (6a), Aufnahmeteil (7a) und Verbindungsteil (10) einstückig ausgeführt sind, und daß zwischen Klemmpratze (6a) und Aufnahmeteil (7a) ein Schlitz (11) zur Aufnahme des Bodens (2') des Endabschnittes (4) der Ankerschiene (2) vorhanden ist. - Anker nach Anspruch 14,
dadurch gekennzeichnet, daß die Klemmpratze (6a), der Aufnahmeteil (7a) und der Verbindungsteil (10) etwa die Form eines Würfels oder Quaders haben. - Anker nach einem der Ansprüche 13 bis 15 in Kombination mit einer im Querschnitt C-förmigen Ankerschiene (2), deren Schenkel (2") einen Einführschlitz (12) begrenzen,
dadurch gekennzeichnet, daß Klemmpratze (6a), Aufnahmeteil (7a) und Verbindungsteil (10) eine geringfügig kleinere Breite (b) als der Einführschlitz (12) der Ankerschiene (2) haben. - Anker nach einem der Ansprüche 2 bis 7,
dadurch gekennzeichnet, daß die Klemmpratze (6) wenigstens annähernd U-förmig ist und mit ihren Seitenschenkeln (6") in der Klemmstellung auf den umgebogenen Schenkeln (13) der im Querschnitt C-förmigen Ankerschiene (2) abgestützt ist, und daß der Bolzen (5') im Boden (7') eines Aufnahmeteiles (7) des Klemmteiles (3) durch Materialverformung formschlüssig gehaltert ist. - Anker nach einem der Ansprüche 1 bis 16,
dadurch gekennzeichnet, daß das Klemmteil (3) mit dem Bolzen (5) formschlüssig, insbesondere durch Verschrauben, verbindbar ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE9305389U | 1993-04-08 | ||
DE9305389U DE9305389U1 (de) | 1993-04-08 | 1993-04-08 | Anker für Ankerschienen für die Bautechnik |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0619402A2 EP0619402A2 (de) | 1994-10-12 |
EP0619402A3 EP0619402A3 (de) | 1995-03-29 |
EP0619402B1 true EP0619402B1 (de) | 1999-09-08 |
Family
ID=6891831
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP94104938A Expired - Lifetime EP0619402B1 (de) | 1993-04-08 | 1994-03-29 | Anker zur Verwendung bei einer Ankerschiene für die Bautechnik |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0619402B1 (de) |
DE (2) | DE9305389U1 (de) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2754002B1 (fr) * | 1996-09-27 | 1999-01-29 | Saint Gobain Isover | Systeme de montage et de fixation de revetements notamment pour l'isolation thermique et/ou acoustique des batiments |
DE19706010C2 (de) * | 1997-02-10 | 2001-03-08 | Kahneisen Gmbh Deutsche | Ankerschienen für die Bautechnik |
DE19903258C2 (de) * | 1999-01-28 | 2001-06-21 | Kahneisen Gmbh Deutsche | Ankerschiene für die Bautechnik mit selbstsperrendem Endanker |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2285273A (en) * | 1940-05-04 | 1942-06-02 | Paine Company | Retaining device |
US4141542A (en) * | 1977-10-15 | 1979-02-27 | Robert Wolff | Clamping apparatus for workpieces |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3407801C1 (de) * | 1984-03-02 | 1985-06-20 | Siegfried 7135 Wiernsheim Fricker | Ankerschiene |
DE8708531U1 (de) * | 1986-08-14 | 1987-12-10 | Halfeneisen GmbH & Co KG, 4000 Düsseldorf | Ankerschiene mit gestauchtem Ankerbolzenkopf |
DE8906810U1 (de) * | 1989-05-31 | 1989-07-27 | Deutsche Kahneisen Gesellschaft West Gmbh, 1000 Berlin | Stauchanker |
-
1993
- 1993-04-08 DE DE9305389U patent/DE9305389U1/de not_active Expired - Lifetime
-
1994
- 1994-03-29 EP EP94104938A patent/EP0619402B1/de not_active Expired - Lifetime
- 1994-03-29 DE DE59408707T patent/DE59408707D1/de not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2285273A (en) * | 1940-05-04 | 1942-06-02 | Paine Company | Retaining device |
US4141542A (en) * | 1977-10-15 | 1979-02-27 | Robert Wolff | Clamping apparatus for workpieces |
Also Published As
Publication number | Publication date |
---|---|
DE9305389U1 (de) | 1993-06-09 |
EP0619402A3 (de) | 1995-03-29 |
EP0619402A2 (de) | 1994-10-12 |
DE59408707D1 (de) | 1999-10-14 |
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