DE29919879U1 - Anchor for shear reinforcement - Google Patents

Anchor for shear reinforcement

Info

Publication number
DE29919879U1
DE29919879U1 DE29919879U DE29919879U DE29919879U1 DE 29919879 U1 DE29919879 U1 DE 29919879U1 DE 29919879 U DE29919879 U DE 29919879U DE 29919879 U DE29919879 U DE 29919879U DE 29919879 U1 DE29919879 U1 DE 29919879U1
Authority
DE
Germany
Prior art keywords
anchor
shaft
disc
opening
head
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
DE29919879U
Other languages
German (de)
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.)
KAHNEISEN GES MBH DEUTSCHE
Original Assignee
KAHNEISEN GES MBH DEUTSCHE
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 KAHNEISEN GES MBH DEUTSCHE filed Critical KAHNEISEN GES MBH DEUTSCHE
Priority to DE29919879U priority Critical patent/DE29919879U1/en
Publication of DE29919879U1 publication Critical patent/DE29919879U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (8)

1. Anker zur Schubbewehrung, insbesondere zur Kraft­ übertragung im Anschlußbereich von Stützen an bewehrte Hauteile, wie Flachdecken und Boden­ platten, aus einem zylindrischen Ankerschaft (1) und mindestens einem gegenüber dessen Durchmesser größeren, endständig befestigten Ankerkopf (2), dadurch gekennzeichnet, daß der Ankerkopf (2) als Scheibe (3) aus Metall mit einer zentralen, an den Durchmesser des Anker­ schaftes (1) angepaßten Durchgangsöffnung (4) aus­ geformt und mit der Durchgangsöffnung (4) auf den Ankerschaft (1) aufgesetzt und mit diesem im Bereich der Durchgangsöffnung (4) fest verbunden ist.1. anchor for shear reinforcement, in particular for power transmission in the connection area of supports to reinforced skin parts, such as flat ceilings and floor slabs, from a cylindrical anchor shaft ( 1 ) and at least one larger than its diameter, terminally attached anchor head ( 2 ), characterized in that the anchor head ( 2 ) as a disc ( 3 ) made of metal with a central, to the diameter of the anchor shaft ( 1 ) adapted through opening ( 4 ) and formed with the through opening ( 4 ) on the anchor shaft ( 1 ) and with this in Area of the through opening ( 4 ) is firmly connected. 2. Anker nach Anspruch 1, dadurch gekennzeichnet, daß die Scheibe (3) auf der einen Oberfläche (5) eben und auf der zum Ankerschaft (1) gerichteten Ober­ fläche (6) stumpfkegelförmig ausgebildet ist. 2. Anchor according to claim 1, characterized in that the disc ( 3 ) on one surface ( 5 ) is flat and on the armature shaft ( 1 ) facing upper surface ( 6 ) is frustoconical. 3. Anker nach Anspruch 1 oder 2, dadurch gekennzeich­ net, daß die Scheibe (3) mit dem Ankerschaft (1) durch Stauchen des Materials des Ankerschaftes (1) in der Durchgangsöffnung (4) der Scheibe (3) fest verbunden ist.3. Anchor according to claim 1 or 2, characterized in that the disc ( 3 ) with the anchor shaft ( 1 ) by compressing the material of the anchor shaft ( 1 ) in the through hole ( 4 ) of the disc ( 3 ) is fixedly connected. 4. Anker nach Anspruch 1 oder 2, dadurch gekennzeich­ net, daß der Ankerschaft (1) am freien Ende mit einem Außengewinde (7) und der Ankerkopf (2) mit einem dazu passenden, durchgehenden Innengewinde (8) innerhalb der Durchgangsöffnung (4) versehen sind und der Ankerkopf (2) auf dem freien Ende des Ankerschaftes (1) fest verschraubt ist.4. Anchor according to claim 1 or 2, characterized in that the anchor shaft ( 1 ) at the free end with an external thread ( 7 ) and the anchor head ( 2 ) with a matching, continuous internal thread ( 8 ) within the through opening ( 4 ) are provided and the anchor head ( 2 ) is screwed onto the free end of the anchor shaft ( 1 ). 5. Anker nach Anspruch 1 oder 2, dadurch gekennzeich­ net, daß das freie Ende des Ankerschaftes (1) in die glatte Durchgangsöffnung (4) des Ankerkopfes (2) eingesetzt und mit diesem durch eine Kehlnaht- Schweißung (9) fest verbunden ist.5. Anchor according to claim 1 or 2, characterized in that the free end of the anchor shaft ( 1 ) in the smooth through opening ( 4 ) of the anchor head ( 2 ) is inserted and connected to it by a fillet weld ( 9 ). 6. Anker nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß der Ankerschaft (1) an beiden Enden mit je einer Scheibe (3) als Ankerkopf (2) versehen ist.6. Anchor according to one of claims 1 to 5, characterized in that the anchor shaft ( 1 ) is provided at both ends with a washer ( 3 ) as the anchor head ( 2 ). 7. Anker nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß der Außenumfang der Scheibe (3) kreisförmig ist.7. Anchor according to one of claims 1 to 6, characterized in that the outer periphery of the disc ( 3 ) is circular. 8. Anker nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die Außenumfang der Scheibe (3) polygonal ausgebildet ist.8. Anchor according to one of claims 1 to 6, characterized in that the outer circumference of the disc ( 3 ) is polygonal.
DE29919879U 1999-11-11 1999-11-11 Anchor for shear reinforcement Expired - Lifetime DE29919879U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE29919879U DE29919879U1 (en) 1999-11-11 1999-11-11 Anchor for shear reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE29919879U DE29919879U1 (en) 1999-11-11 1999-11-11 Anchor for shear reinforcement

Publications (1)

Publication Number Publication Date
DE29919879U1 true DE29919879U1 (en) 2000-02-03

Family

ID=8081519

Family Applications (1)

Application Number Title Priority Date Filing Date
DE29919879U Expired - Lifetime DE29919879U1 (en) 1999-11-11 1999-11-11 Anchor for shear reinforcement

Country Status (1)

Country Link
DE (1) DE29919879U1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1630315A1 (en) * 2004-08-21 2006-03-01 Schöck Bauteile GmbH Construction element for shear and punching reinforcement
DE202007011508U1 (en) * 2007-08-16 2008-12-24 Ancotech Ag Arrangement for rehabilitating zones of concrete structures punctured by ripping and tie rod element therefor
WO2011030270A1 (en) * 2009-09-08 2011-03-17 Gutzwiller Holding Ag Reinforcing element for recessed parts in concrete structures
CN109162406A (en) * 2018-09-29 2019-01-08 杨大刚 A kind of assembled bolumn cap

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1630315A1 (en) * 2004-08-21 2006-03-01 Schöck Bauteile GmbH Construction element for shear and punching reinforcement
DE202007011508U1 (en) * 2007-08-16 2008-12-24 Ancotech Ag Arrangement for rehabilitating zones of concrete structures punctured by ripping and tie rod element therefor
WO2011030270A1 (en) * 2009-09-08 2011-03-17 Gutzwiller Holding Ag Reinforcing element for recessed parts in concrete structures
WO2011030178A1 (en) * 2009-09-08 2011-03-17 Gutzwiller Holding Ag Reinforcing element for recessed parts in concrete structures
EP3181772A1 (en) * 2009-09-08 2017-06-21 acG Holding AG Reinforcing element for installations in concrete structures
CN109162406A (en) * 2018-09-29 2019-01-08 杨大刚 A kind of assembled bolumn cap

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 20000309

R150 Term of protection extended to 6 years

Effective date: 20021216

R157 Lapse of ip right after 6 years

Effective date: 20060601