EP0959180B1 - Anchorage device - Google Patents

Anchorage device Download PDF

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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
Application number
EP98109110A
Other languages
German (de)
French (fr)
Other versions
EP0959180A1 (en
Inventor
Günther Buckenauer
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.)
Maurer Soehne GmbH and Co KG
Original Assignee
Maurer Soehne 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 Maurer Soehne GmbH and Co KG filed Critical Maurer Soehne GmbH and Co KG
Priority to AT98109110T priority Critical patent/ATE221598T1/en
Priority to DE59804996T priority patent/DE59804996D1/en
Priority to EP98109110A priority patent/EP0959180B1/en
Priority to TR1998/01660A priority patent/TR199801660A1/en
Priority to CN98119357.9A priority patent/CN1204319C/en
Publication of EP0959180A1 publication Critical patent/EP0959180A1/en
Application granted granted Critical
Publication of EP0959180B1 publication Critical patent/EP0959180B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/06Arrangement, 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

The anchoring section (3a) is dovetail-shaped or T-shaped and the basic section (3b) is staged on one side and inclined. The contour of the anchoring device is such that the anchoring section and the basic section so fit together that a virtually pure plate slab section can be realised. The basic section in one of its corner areas has a metallic edge profile (1) for welding.

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 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. Furthermore arise from the lateral arrangement of the round steel bracket to the plate unfavorable, problematic Welds and there are bending moments across the anchoring device on. EP 0 826 848 A shows an anchoring device according to the preamble of claim 1 of the present invention.

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 Claim 1 reached. 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.

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.
The invention is explained in more detail below with the aid of a few exemplary embodiments with reference to the accompanying drawings. Show it:
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 edge profile 1 of an expansion joint 2 3, which is arranged below a road surface 4. 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.

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 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 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 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. there is the contour of two anchoring devices by a flame cut manufactured at the same time. With flame cutting machines with several In this way, burners can be produced in an extremely efficient manner Anchoring device 3 take place.

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.

Bezugszeichenreference numeral

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)

  1. 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.
  2. 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.
  3. 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.
  4. 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.
  5. Anchoring device as claimed in one of the preceding claims, characterised in that the basic section (3b) is of stepped construction on one side.
  6. Anchoring device as claimed in one of the preceding claims, characterised in that the basic section (3b) is chamfered.
  7. 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.
  8. 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).
EP98109110A 1998-05-19 1998-05-19 Anchorage device Expired - Lifetime EP0959180B1 (en)

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)

* Cited by examiner, † Cited by third party
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

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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