EP0127631A1 - Cheville. - Google Patents

Cheville.

Info

Publication number
EP0127631A1
EP0127631A1 EP19830903494 EP83903494A EP0127631A1 EP 0127631 A1 EP0127631 A1 EP 0127631A1 EP 19830903494 EP19830903494 EP 19830903494 EP 83903494 A EP83903494 A EP 83903494A EP 0127631 A1 EP0127631 A1 EP 0127631A1
Authority
EP
European Patent Office
Prior art keywords
sleeves
push
dowel
concrete
steel
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.)
Granted
Application number
EP19830903494
Other languages
German (de)
English (en)
Other versions
EP0127631B1 (fr
Inventor
Anton Erb
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to AT83903494T priority Critical patent/ATE21425T1/de
Publication of EP0127631A1 publication Critical patent/EP0127631A1/fr
Application granted granted Critical
Publication of EP0127631B1 publication Critical patent/EP0127631B1/fr
Expired legal-status Critical Current

Links

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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor

Definitions

  • the present invention relates to a push dowel, in particular for connecting concrete ceilings to themselves and to concrete walls, in such a way that a dilatation joint remains between the individual ceiling elements or the ceiling and the wall.
  • push dowels have been developed in which a steel mandrel protrudes into a sleeve on one side, such that when it is firmly concreted on one side in the wall or front side of a ceiling, the opposite one Element, i.e. the ceiling, in which the sleeve is concreted, can slide on the free end of the mandrel. This means that supports and plain bearings can be bypassed without taking away the dilation play from the ceiling.
  • the invention is therefore based on the object of providing a push-in dowel which has the advantages of the known elements of this type without taking on their disadvantages and is therefore more interesting in terms of safety and economy than these.
  • this object is achieved by a push dowel as defined in claim 1.
  • Fig. 3 shows a cross section through this push anchor.
  • Fig. 1 one can see, shown in dash-dotted lines, a concrete ceiling 1, which with a wall 2, in which a white
  • OMPI tere concrete ceiling 3 is inserted, is connected via a push dowel 4 according to the invention.
  • the latter consists, as best shown in FIG. 2, of two steel mandrels 5 and two sleeves 6.
  • the two steel mandrels 5 are connected to one another at the top and bottom by steel plates 7, just as the two sleeves 6 are connected to one another by means of two steel plates 8 .
  • the connection between steel plates and steel mandrels respectively.
  • Sleeves are advantageously made by welding, in such a way that the longitudinal axes M of the steel mandrels 5 coincide with the longitudinal axes m of the sleeves 6. This ensures that the sleeves 6 can slide easily over the steel mandrels 5.
  • the sleeves 6 connected by means of the steel plates 8 are also connected to a front plate 9, which is used for the simple insertion of the push dowel 4 into the formwork of the concrete ceiling 1 before concreting, since it is by means of nails which are provided by the holes 10 provided therefor (FIG. 3 ) can be introduced, can be nailed onto the board of the front of the ceiling 1 from the inside of the ceiling.
  • both the steel mandrels 5 and the sleeves 6 are connected by plates 7 and 8 results in a significantly improved load distribution in the concrete compared to the known push-in anchors, which leads to a noticeably reduced number of push-in anchors required, with the same load capacity of the ceiling.
  • the local pressure of the concrete and thus the. Cracking in the area of the individual dowels is significantly reduced, which increases the safety of the building.
  • OMPI seen maximum load on the ceiling required elements compared to conventional, simple push dowels practically halved, which has a very positive effect on costs.
  • the push dowel according to the invention accordingly has significant advantages over the known elements of this type.
  • the push dowel according to the invention can be modified in some points without any advantages being lost. So it is possible to connect the sleeves 6 with them
  • Plates 8 and the front plate 9 not made of corrosion-resistant steel, but in one piece from high-strength plastic. Furthermore, more than two mandrels and sleeves can be connected to units by means of connecting plates.

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)

Abstract

Si l'on veut relier des plafonds en béton (1) à des parois (2) de façon à conserver entre eux des joints de dilatation, il faut insérer des chevilles (4). Comme les goujons d'acier (5) et les manchons (6) ont une section transversale ronde et qu'ils ne peuvent communiquer, sans provoquer de dommages, que des charges relativement faibles au béton qui les entoure, les goujons d'acier (5) ainsi que les manchons (6) sont reliés entre eux par des plaques de jonction (7, 8), ce qui entraîne un accroissement des surfaces d'appui. Des charges importantes peuvent ainsi être communiquées sans dommage aux éléments en béton par l'intermédiaire d'une cheville (4). Une plaque avant (9) reliée aux manchons (6) facilite en outre le montage de la cheville (4) dans les coffrages en lui permettant d'être clouée sur ceux-ci.
EP19830903494 1982-12-01 1983-11-29 Cheville Expired EP0127631B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT83903494T ATE21425T1 (de) 1982-12-01 1983-11-29 Schubduebel.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH6974/82 1982-12-01
CH697482A CH659101A5 (de) 1982-12-01 1982-12-01 Schubduebel.

Publications (2)

Publication Number Publication Date
EP0127631A1 true EP0127631A1 (fr) 1984-12-12
EP0127631B1 EP0127631B1 (fr) 1986-08-13

Family

ID=4317954

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19830903494 Expired EP0127631B1 (fr) 1982-12-01 1983-11-29 Cheville

Country Status (4)

Country Link
EP (1) EP0127631B1 (fr)
CH (1) CH659101A5 (fr)
DE (1) DE3365346D1 (fr)
WO (1) WO1984002154A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5344251A (en) * 1991-11-29 1994-09-06 Erb Anton H Shear plug connector arrangement
EP0919672A2 (fr) 1997-11-30 1999-06-02 Basys AG Ancrage à broche pour connection avec reprise d'effort tranchant
EP2130984A2 (fr) 2008-06-04 2009-12-09 Industrieberatung Maier AG Corps de répartition de charge doté d'un système de support de profil

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3417330C1 (de) * 1984-05-10 1985-09-19 Andrä, Wolfhart, Dr.-Ing., 7000 Stuttgart Anschluss einer Ortbetonplatte an eine vorgefertigte Stuetze
DE102008033585B4 (de) * 2008-07-17 2010-04-29 Bs Ingenieure Ag Schubdornverbindung
CN113089828B (zh) * 2021-04-14 2022-04-01 泰州德添建设有限公司 一种装配式房屋建筑及其施工方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1946658A (en) * 1932-04-09 1934-02-13 Edward H Angier Method of joining concrete sections and dowel pin covers therefor
US2164590A (en) * 1938-02-23 1939-07-04 James M Oates Dowel means for roadway joints
US2420427A (en) * 1945-05-11 1947-05-13 William P Witherow Precast reinforced concrete members
US2396045A (en) * 1945-05-11 1946-03-05 William P Witherow Precast reinforced concrete member
GB696144A (en) * 1950-12-13 1953-08-26 Cecil Brian Hugh Colquhoun Improvements in and relating to joining pre-cast concrete members
JPS5122732B2 (fr) * 1971-10-05 1976-07-12

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8402154A1 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5344251A (en) * 1991-11-29 1994-09-06 Erb Anton H Shear plug connector arrangement
EP0919672A2 (fr) 1997-11-30 1999-06-02 Basys AG Ancrage à broche pour connection avec reprise d'effort tranchant
EP2130984A2 (fr) 2008-06-04 2009-12-09 Industrieberatung Maier AG Corps de répartition de charge doté d'un système de support de profil

Also Published As

Publication number Publication date
EP0127631B1 (fr) 1986-08-13
CH659101A5 (de) 1986-12-31
DE3365346D1 (en) 1986-09-18
WO1984002154A1 (fr) 1984-06-07

Similar Documents

Publication Publication Date Title
DD144938A5 (de) Beton-deckenplatte aus vorgefertigten grundplatten
DE2143579A1 (de) Vorgefertigtes Holzhaus
DE2519664A1 (de) Raeumliches fachwerk
AT395459B (de) Abschalungselement
EP0127631A1 (fr) Cheville.
EP0023042B1 (fr) Elément de plancher préfabriqué pour planchers de bâtiments
DE3405682A1 (de) Verlorene schalung
EP0318712B1 (fr) Dispositif de connexion pour raccorder un plancher en béton à une colonne, et bâtiment
DE202017101111U1 (de) Porenbeton-Hybrid-Bauelement
DE202020100059U1 (de) Schalungselement
DE1903550A1 (de) Verfahren und Vorrichtung zur Errichtung von mehrstoeckigen Bauten durch das paketweise Anheben von an der Baustelle vorgefertigten Deckplatten und Dachkonstruktionen,unter Verwendung von Montage- und Fertigbausaeulen
DE2309722A1 (de) Verfahren zur herstellung von betonierten gebaeudedecken
DE1759316A1 (de) Verfahren zum Bau eines mehrstoeckigen Gebaeudes und Vorrichtung zur Durchfuehrung des Verfahrens
DE2438376A1 (de) Fachwerkplatte, insbesondere fuer versorgungsintensive bauten, und form zu deren herstellung
DE815536C (de) Tragfaehige Decke aus Fertigbauteilen
EP0826848B1 (fr) Dispositif pour l'introduction concentrée d'efforts dans le béton
DE1609536A1 (de) Stahlskelett fuer ein mehrstoeckiges Haus
DE507687C (de) Decke aus fabrikmaessig hergestellten Eisenbetonrippen und -platten mit UEberbetonschicht
DE1434673B2 (de) Transformatorenstation aus uebereinandergestellten vorgefertigten betonplatten und eckteilen
AT270952B (de) Schwimmbecken aus Beton
DE2326459A1 (de) Vorrichtung zum verbund von fertigbauteilen in praezisionstrockenbauweise
AT403183B (de) Schalungstafel
CH665445A5 (de) Schalung fuer rotationssymmetrische bauten.
DE2352801A1 (de) Vorrichtung zum befestigen von wandelementen auf fusspunktteilen
DE8102761U1 (de) Schaltafel

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19840713

AK Designated contracting states

Designated state(s): AT BE CH DE FR GB LI LU NL SE

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE FR GB LI LU NL SE

REF Corresponds to:

Ref document number: 21425

Country of ref document: AT

Date of ref document: 19860815

Kind code of ref document: T

ET Fr: translation filed
REF Corresponds to:

Ref document number: 3365346

Country of ref document: DE

Date of ref document: 19860918

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
EPTA Lu: last paid annual fee
EAL Se: european patent in force in sweden

Ref document number: 83903494.9

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: ANTON ERB TRANSFER- ANCON CCL LIMITED

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: KELLER & PARTNER PATENTANWAELTE AG

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20021017

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20021024

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20021025

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20021031

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20021104

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 20021119

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20021122

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20021127

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20021128

Year of fee payment: 20

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20031128

Ref country code: GB

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20031128

Ref country code: CH

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20031128

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20031129

Ref country code: LU

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20031129

Ref country code: AT

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20031129

BE20 Be: patent expired

Owner name: *ERB ANTON

Effective date: 20031129

REG Reference to a national code

Ref country code: GB

Ref legal event code: PE20

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

EUG Se: european patent has lapsed
NLV7 Nl: ceased due to reaching the maximum lifetime of a patent

Effective date: 20031129