EP0959180B1 - Anchorage device - Google Patents
Anchorage device Download PDFInfo
- Publication number
- EP0959180B1 EP0959180B1 EP98109110A EP98109110A EP0959180B1 EP 0959180 B1 EP0959180 B1 EP 0959180B1 EP 98109110 A EP98109110 A EP 98109110A EP 98109110 A EP98109110 A EP 98109110A EP 0959180 B1 EP0959180 B1 EP 0959180B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchoring
- section
- anchoring device
- anchored
- basic 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.)
- Expired - Lifetime
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
Definitions
- the invention relates to an anchoring device for anchoring components in concrete, especially in a roadway, with a substantially plate-shaped Anchoring element.
- Anchoring devices of this type are known from the prior art and are used in particular in bridge construction, for example around steel edge profiles an expansion joint to fasten, the anchoring device is poured and the profile of the expansion joint up to the road surface enough.
- Anchors are used in heavily used carriageway areas in different countries, that of a sheet metal plate and one welded to this sheet metal plate Round steel brackets exist. So it is known from DE 4 425 037 for attachment the anchoring device below the edge profile of an expansion joint to arrange the pavement.
- the expansion joint extends from an edge profile over joint elements and middle profiles to a second edge profile.
- the Edge profiles are welded to a plate of the anchoring unit, the plate again with a bracket, with a large number transversely to the direction of the road plates provided with brackets are provided.
- This anchoring device is complex to manufacture and has an insufficiently adapted to the power flow Cross-sectional dimensions.
- EP 0 826 848 A shows an anchoring device according to the preamble of claim 1 of the present invention.
- the invention provides an anchoring device for Anchoring components in concrete, which is designed as a sheet metal blank, wherein a first sheet metal disc area (base section) for the steel construction Connection of the component to be anchored is formed and more of the branching first sheet metal disc area, preferably dovetail or T-shaped sheet metal areas with undercuts (Anchoring sections) for the post-like anchoring in concrete.
- the invention has the particular advantage that the actual anchor is rational can be burned out or punched out of sheet metal and by its special shape - improved - compared to previously used anchors Load transfer into the concrete, a better flow of force in the anchor itself and a facilitated mounting of the reinforcing bars.
- Another advantage of the invention is to see that the steel construction connection of the anchoring devices to the expansion joint profiles according to the state of the art is retained.
- the anchoring sections are dovetail-shaped or T-shaped, where preferably the base section is stepped on one side and / or has a bevel.
- the Expansion joint 2 extends from the edge profile over joint elements and middle profiles to a further edge profile, for example in a (not shown here) Bridge.
- the edge profile 1 is with the anchoring device 3 welded, a plurality of these devices transverse to the direction of the road is provided.
- the anchoring device 3 is poured with concrete 6, a seal 7 being provided between the road surface 4 and the concrete 6.
- Pile-like, dovetail-shaped anchoring sections 3a of the anchoring device 3 branch off from a base section 3b, the upper contour is stepped. Those closer to the joint 2 or the edge profile 1 Anchor areas that are subject to greater stress are corresponding more powerfully trained than the less stressed, further from Edge profile removed anchor areas. Problematic weld seams, as with a sheet steel round steel bracket version are required. Above and below the anchor element are due to the geometry of the anchoring device 3 particularly easy to install concrete reinforcement bars 5 laid in particular in the undercuts H of the anchoring sections Intervene 3a.
- Fig. 2 shows the advantageous non-cutting, puzzle-like nesting of the Anchoring devices 3 for the flame cut during manufacture.
- the Anchoring section 3a and base section 3b each fit into one another that a largely cut-free sheet metal blank can be realized.
- Fig. 3 shows analogous to the embodiment of Fig. 1 T-shaped anchoring sections 3a. As in FIG. 2, the wedge-free nesting of the anchoring devices is 3 recognizable.
- FIG. 4 shows an exemplary embodiment with a beveled base section 3b, which can be used when the concrete reaches the bridge or Road surface is sufficient, i.e. if there is no waterproofing and no asphalt on the Connect expansion joint construction.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
- Piles And Underground Anchors (AREA)
- Joining Of Building Structures In Genera (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Soil Working Implements (AREA)
Abstract
Description
Die Erfindung betrifft eine Verankerungsvorrichtung zum Verankern von Bauteilen in Beton, insbesondere in einer Fahrbahn, mit einem im wesentlichen plattenförmigen Verankerungselement.The invention relates to an anchoring device for anchoring components in concrete, especially in a roadway, with a substantially plate-shaped Anchoring element.
Verankerungsvorrichtungen dieser Art sind aus dem Stand der Technik bekannt und werden insbesondere im Brückenbau eingesetzt, beispielsweise, um Stahlrandprofile einer Dehnfuge zu befestigen, wobei die Verankerungsvorrichtung eingegossen wird und das Profil der Dehnfuge bis an die Fahrbahnoberfläche reicht.Anchoring devices of this type are known from the prior art and are used in particular in bridge construction, for example around steel edge profiles an expansion joint to fasten, the anchoring device is poured and the profile of the expansion joint up to the road surface enough.
Für die Verankerung von Dehnfugenüberbrückungskonstruktionen im Beton des
Brückenüberbaus und Brückenwiderlagers werden in den letzten Jahrzehnten
im stark belasteten Fahrbahnbereich in verschiedenen Ländern Anker eingesetzt,
die aus einer Blechscheibe und einem an diese Blechscheibe angeschweißten
Rundstahlbügel bestehen. So ist es aus der DE 4 425 037 bekannt, zur Befestigung
des Randprofils einer Dehnfuge die Verankerungsvorrichtung unterhalb
des Fahrbahnbelags anzuordnen. Die Dehnfuge erstreckt sich von einem Randprofil
über Fugenelemente und Mittelprofile zu einem zweiten Randprofil. Die
Randprofile sind mit einer Platte der Verankerungseinheit verschweißt, die Platte
wiederum mit einem Bügel, wobei quer zur Fahrbahnrichtung eine Vielzahl
mit Bügeln versehener Platten vorgesehen sind. Diese Verankerungsvorrichtung
ist aufwendig herzustellen und besitzt eine dem Kraftfluß nur ungenügend angepaßte
Querschnittsdimensionierung. Ferner entstehen durch die seitliche Anordnung
des Rundstahlbügels zu der Platte ungünstige, problematische
Schweißnähte und es treten Biegemomente quer zur Verankerungsvorrichtung
auf. EP 0 826 848 A zeigt eine Verankerungsvorrichtung gemäß
dem Oberbegriff des Anspruchs 1 der vorliegenden Erfindung.For anchoring expansion joint bridging structures in the concrete of the
Bridge superstructure and bridge abutment have been used in recent decades
Anchors are used in heavily used carriageway areas in different countries,
that of a sheet metal plate and one welded to this sheet metal plate
Round steel brackets exist. So it is known from
Es ist daher das Ziel der vorliegenden Erfindung, eine Verankerungsvorrichtung zu schaffen, die rationeller und sicherer herstellbar ist, eine verbesserte Lastabtragung in den Beton, einen besseren Kraftfluß im Anker der Vorrichtung und ein einfaches Montieren von Betonbewehrungseisen ermöglicht.It is therefore the object of the present invention to provide an anchoring device to create a more efficient and safe manufacture, an improved load transfer in the concrete, a better flow of force in the anchor of the device and enables easy installation of concrete reinforcement bars.
Dieses Ziel wird durch eine Verankerungsvorrichtung mit den Merkmalen des
Anspruches 1 erreicht. Die Erfindung schafft eine Verankerungsvorrichtung zum
Verankern von Bauteilen in Beton, die als Blechtafelzuschnitt ausgebildet ist,
wobei ein erster Blechscheibenbereich (Grundabschnitt) für den stahlbaumäßigen
Anschluß des zu verankernden Bauteils ausgebildet ist und weitere von dem
ersten Blechscheibenbereich abzweigende, vorzugsweise schwalbenschwanz- oder
T-förmige, mit Hinterschneidungen versehene Blechscheibenbereiche
(Verankerungsabschnitte) für die pfahlartige Verankerung im Beton dienen.This goal is achieved by an anchoring device with the features of
Die Erfindung hat den besonderen Vorteil, daß der eigentliche Anker rationell aus Blechtafeln ausgebrannt oder ausgestanzt werden kann und durch seine spezielle Formgebung eine - gegenüber bisher verwendeten Ankern - verbesserte Lastabtragung in den Beton, einen besseren Kraftfluß im Anker selbst und ein erleichtertes Montieren der Bewehrungseisen ermöglicht. Vorzugsweise werden dabei die mit den Hinterschneidungen versehenen Verankerungsabschnitte zum Eingriff von Betonbewehrungen ausgelegt. Ein weiterer Vorteil der Erfindung ist darin zu sehen, daß der stahlbautechnische Anschluß der Verankerungsvorrichtungen an die Dehfugenprofile nach dem Stand der Technik erhalten bleibt.The invention has the particular advantage that the actual anchor is rational can be burned out or punched out of sheet metal and by its special shape - improved - compared to previously used anchors Load transfer into the concrete, a better flow of force in the anchor itself and a facilitated mounting of the reinforcing bars. Preferably be the anchoring sections provided with the undercuts for Intervention of concrete reinforcement designed. Another advantage of the invention is to see that the steel construction connection of the anchoring devices to the expansion joint profiles according to the state of the art is retained.
Einfach herstellbare Varianten zeichnen sich dadurch aus, daß die Verankerungsabschnitte schwalbenschwanzfömig oder T-förmig gestaltet sind, wobei vorzugsweise der Grundabschnitt an einer Seite gestuft ausgebildet ist und/oder eine Anschrägung aufweist.Easy to produce variants are characterized by the fact that the anchoring sections are dovetail-shaped or T-shaped, where preferably the base section is stepped on one side and / or has a bevel.
Weitere vorteilhafte Ausgestaltungen der Erfindung sind den übrigen Unteransprüchen zu entnehmen.Further advantageous embodiments of the invention are the other subclaims refer to.
Die Erfindung wird nachfolgend anhand einiger Ausführungsbeispiele mit Bezug auf die beigefügten Zeichnungen näher erläutert. Es zeigen:
- Fig. 1
- eine Seitenansicht einer Verankerungsvorrichtung nach einem ersten Ausführungsbeispiel der Erfindung;
- Fig. 2
- eine Seitenansicht der puzzle-artigen Anordnung der Blechtafelzuschnitte;
- Fig. 3
- eine Seitenansicht einer Verankerungsvorrichtung nach einem zweiten Ausführungsbeispiel der Erfindung; und
- Fig. 4
- eine Seitenansicht einer Verankerungsvorrichtung nach einem dritten Ausführungsbeispiel der Erfindung.
- Fig. 1
- a side view of an anchoring device according to a first embodiment of the invention;
- Fig. 2
- a side view of the puzzle-like arrangement of the sheet metal blanks;
- Fig. 3
- a side view of an anchoring device according to a second embodiment of the invention; and
- Fig. 4
- a side view of an anchoring device according to a third embodiment of the invention.
Fig. 1 zeigt zur Befestigung des Randprofils 1 einer Dehnfuge 2 eine Verankerungsvorrichtung
3, die unterhalb eines Fahrbahnbelags 4 angeordnet ist. Die
Dehnfuge 2 erstreckt sich von dem Randprofil über Fugenelemente und Mittelprofile
zu einem weiteren Randprofil, beispielsweise in einer (hier nicht eingezeichneten)
Brücke. Das Randprofil 1 ist mit der Verankerungsvorrichtung 3
verschweißt, wobei quer zur Fahrbahnrichtung eine Vielzahl dieser Vorrichtungen
vorgesehen ist. Die Verankerungsvorrichtung 3 ist mit Beton 6 vergossen,
wobei zwischen Fahrbahnbelag 4 und Beton 6 eine Abdichtung 7 vorgesehen ist.1 shows an anchoring device for fastening the
Pfahlartige, schwalbenschwanzförmige Verankerungsabschnitte 3a der Verankerungsvorrichtung
3 zweigen von einem Grundabschnitt 3b ab, dessen obere Kontur
stufenförmig ausgebildet ist. Die der Fuge 2 bzw. dem Randprofil 1 näherliegenden
Ankerbereiche, die einer größeren Beanspruchung unterliegen, sind entsprechend
kräftiger ausgebildet als die geringer beanspruchten, weiter vom
Randprofil entfernten Ankerbereiche. Problematische Schweißnähte, wie sie bei
einer Blechscheiben-Rundstahlbügel-Ausführung erforderlich sind, entfallen.
Oberhalb und unterhalb des Ankerelementes sind durch die Geometrie der Verankerungsvorrichtung
3 besonders leicht montierbare Betonbewehrungseisen 5
verlegt, die insbesondere in die Hinterschneidungen H der Verankerungsabschnitte
3a eingreifen.Pile-like, dovetail-shaped anchoring sections 3a of the
Fig. 2 zeigt die vorteilhafte verschnittfreie, puzzle-artige Verschachtelung der
Verankerungsvorrichtungen 3 für den Brennschnitt bei der Herstellung. Der
Verankerungsabschnitt 3a und der Grundabschnitt 3b passen jeweils so ineinander,
daß ein weitgehend verschnittfreier Blechtafelzuschnitt realisierbar ist. Dabei
wird durch einen Brennschnitt die Kontur von zwei Verankerungsvorrichtungen
gleichzeitig hergestellt. Durch Brennschneideautomaten mit mehreren
Brennern kann auf diese Weise eine äußerst rationelle Herstellung der erfindungsgemäßen
Verankerungsvorrichtung 3 erfolgen.Fig. 2 shows the advantageous non-cutting, puzzle-like nesting of the
Fig. 3 zeigt analog zur Ausführung der Fig. 1 T-förmig ausgebildete Verankerungsabschnitte 3a. Wie in Fig. 2 ist die verschnittfreie Verschachtelung der Verankerungsvorrichtungen 3 erkennbar. Fig. 3 shows analogous to the embodiment of Fig. 1 T-shaped anchoring sections 3a. As in FIG. 2, the wedge-free nesting of the anchoring devices is 3 recognizable.
Fig. 4 zeigt schließlich ein Ausführungsbeispiel mit angeschrägtem Grundabschnitt 3b, das verwendet werden kann, wenn der Beton bis zur Brücken- bzw. Fahrbahnoberfläche reicht, also wenn keine Abdichtung und kein Asphalt an die Dehnfugenkonstruktion anschließen. 4 shows an exemplary embodiment with a beveled base section 3b, which can be used when the concrete reaches the bridge or Road surface is sufficient, i.e. if there is no waterproofing and no asphalt on the Connect expansion joint construction.
- Randprofiledge profile
- 11
- Dehnfugeexpansion joint
- 22
- Verankerungsvorrichtunganchoring device
- 33
- Verankerungsabschnittanchoring section
- 3a3a
- Grundabschnittbase portion
- 3b3b
- Fahrbahnbelagroadbed
- 44
- Betonbewehrungenconcrete reinforcement
- 55
- Betonconcrete
- 66
- Abdichtungseal
- 77
Claims (8)
- Anchoring device (3) for anchoring components (1) in concrete (6), particularly in a roadway, constructed overall in plate form as a sheet panel blank with a basic section (3b) for connection of the component to be anchored, characterised in that anchoring sections (3a) having undercuts (H) designed for the engagement of concrete reinforcements (5) branch off from the basic section (3b), and the region of the basic section (3b) with the anchoring section (3a) which lies adjacent to the component (1) to be anchored is of stronger construction than the region of the basic section with its anchoring section lying further from the component to be anchored.
- Anchoring device as claimed in Claim 1, characterised in that the anchoring sections (3a) each have the shape of a dovetail or of half a dovetail.
- Anchoring device as claimed in Claim 1, characterised in that the anchoring sections (3a) each have the shape of a T or of half a T.
- Anchoring device as claimed in one of the preceding claims, characterised in that the undercut (H) lying below the component to be anchored and the stronger region of the basic section has substantially the same shape as the anchoring section (3a) lying further away from the component to be anchored.
- Anchoring device as claimed in one of the preceding claims, characterised in that the basic section (3b) is of stepped construction on one side.
- Anchoring device as claimed in one of the preceding claims, characterised in that the basic section (3b) is chamfered.
- Anchoring device as claimed in one of the preceding claims, characterised in that its contour is designed in such a way that the space between the anchoring sections (3a) has substantially the same shape as the anchoring section lying nearer to the component to be anchored.
- Anchoring device as claimed in one of the preceding claims, characterised in that a corner region of the basic section (3b) is provided for welding to a metal edge profile (1).
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT98109110T ATE221598T1 (en) | 1998-05-19 | 1998-05-19 | ANCHORING DEVICE |
DE59804996T DE59804996D1 (en) | 1998-05-19 | 1998-05-19 | anchoring device |
EP98109110A EP0959180B1 (en) | 1998-05-19 | 1998-05-19 | Anchorage device |
TR1998/01660A TR199801660A1 (en) | 1998-05-19 | 1998-08-25 | Anchors tertibat� |
CN98119357.9A CN1204319C (en) | 1998-05-19 | 1998-09-21 | Anchoring device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP98109110A EP0959180B1 (en) | 1998-05-19 | 1998-05-19 | Anchorage device |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0959180A1 EP0959180A1 (en) | 1999-11-24 |
EP0959180B1 true EP0959180B1 (en) | 2002-07-31 |
Family
ID=8231961
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98109110A Expired - Lifetime EP0959180B1 (en) | 1998-05-19 | 1998-05-19 | Anchorage device |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0959180B1 (en) |
CN (1) | CN1204319C (en) |
AT (1) | ATE221598T1 (en) |
DE (1) | DE59804996D1 (en) |
TR (1) | TR199801660A1 (en) |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1927388A (en) * | 1931-03-13 | 1933-09-19 | Campbell John Robert | Curbing |
US1989811A (en) * | 1932-12-03 | 1935-02-05 | K D Mfg Co | Concrete insert anchor |
US2467115A (en) * | 1946-01-30 | 1949-04-12 | Richard W Duggan | Anchor bracket |
US4120066A (en) * | 1977-06-01 | 1978-10-17 | Yves Gerald Leroux | Expansion joint for roadway sections |
AU528162B2 (en) * | 1978-09-20 | 1983-04-14 | Nilsson, J.E. | Adjustable bolt positioner |
DE4425037C2 (en) | 1994-07-15 | 2000-03-16 | Glacier Gmbh | Road crossing |
DE29615019U1 (en) * | 1996-08-29 | 1996-12-05 | Rojek Richard Prof Dr Ing | Device for the concentrated application of force in concrete |
-
1998
- 1998-05-19 DE DE59804996T patent/DE59804996D1/en not_active Expired - Fee Related
- 1998-05-19 AT AT98109110T patent/ATE221598T1/en not_active IP Right Cessation
- 1998-05-19 EP EP98109110A patent/EP0959180B1/en not_active Expired - Lifetime
- 1998-08-25 TR TR1998/01660A patent/TR199801660A1/en unknown
- 1998-09-21 CN CN98119357.9A patent/CN1204319C/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
TR199801660A1 (en) | 1999-12-21 |
CN1236037A (en) | 1999-11-24 |
ATE221598T1 (en) | 2002-08-15 |
EP0959180A1 (en) | 1999-11-24 |
DE59804996D1 (en) | 2002-09-05 |
CN1204319C (en) | 2005-06-01 |
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