EP2743415B1 - Elément de construction de joints de dilatation - Google Patents
Elément de construction de joints de dilatation Download PDFInfo
- Publication number
- EP2743415B1 EP2743415B1 EP13188862.0A EP13188862A EP2743415B1 EP 2743415 B1 EP2743415 B1 EP 2743415B1 EP 13188862 A EP13188862 A EP 13188862A EP 2743415 B1 EP2743415 B1 EP 2743415B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- expansion joint
- heavy
- construction element
- joint construction
- bearing sleeve
- 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.)
- Active
Links
- 238000010276 construction Methods 0.000 title claims description 31
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 239000011372 high-strength concrete Substances 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000006096 absorbing agent Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011210 fiber-reinforced concrete Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 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
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
- E04B1/483—Shear dowels to be embedded in concrete
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints
Definitions
- the bearing sleeve 20 is shown with a view in the longitudinal direction of the bearing sleeve.
- the bearing sleeve 20 consists of two rectangular U-profiles, which are welded on opposite sides by means of corresponding welds to form a tube.
- At the mentioned side walls opposite each other double-head bolts 26 are welded on both sides.
- the top plates 28 of the double headed bolts 26 are in diameter At least twice as large as the diameter of the rod sections 27. This size choice guarantees a sufficient anchorage to ensure that the ends of the double headed bolt cause no punching effect.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Claims (12)
- Elément de construction de joint de dilatation (1) composé d'un goujon pour charge lourde (10) avec une section rectangulaire et un manchon de logement (20) dans lequel le goujon pour charge lourde est destiné à être logé, le goujon pour charge lourde (10) étant un goujon creux rempli et en ce que le manchon de logement (20) à l'état monté passe avec sa surface de sortie en affleurant une surface extérieure du côté du joint de dilatation d'un composant (B2) dans lequel le manchon de logement (20) est destiné à être monté alors que le goujon pour charge lourde (10) est destiné à être monté en alignement avec le manchon de logement (20) dans un composant (B1) bétoné, voisin caractérisé en ce que tant sur le goujon pour charge lourde (10) que sur le manchon de logement (20), des boulons à double tête (26, 17)sont montés directement ou indirectement sur deux parois latérales (15, 16) opposées l'une à l'autre, orientées verticalement dans la position de montage finale et le goujon creux est rempli de béton ultrarésistant.
- Elément de construction de joint de dilatation selon la revendication 1 caractérisé en ce que les boulons à double tête (17, 26) sont soudés aux parois latérales (16, 25) passant verticalement dans la position de montage du goujon pour charge lourde (10) ou du manchon de logement (20).
- Elément de construction de joint de dilatation selon la revendication 1 caractérisé en ce que l'espace intérieur de la section tubulaire (11) du goujon pour charge lourde (10) est fermée en extrémité avec à chaque fois un bouchon de plastique ou un couvercle (12) en métal.
- Elément de construction de joint de dilatation selon la revendication 1 caractérisé en ce que le remplissage (14) du goujon pour charge lourde (10) est rempli de béton ultrarésistant renforcé aux fibres.
- Elément de construction de joint de dilatation selon la revendication 1 caractérisé en ce que les boulons à double tête (17, 26) sont fabriqués en une pièce.
- Elément de construction de joint de dilatation selon la revendication 1 caractérisé en ce que les boulons à double tête (17, 26) sont en plusieurs parties et sont composés d'une section de barre (27) avec au moins un filetage extérieur (29) d'un côté, en extrémité et de plaques de tête (28) dont au moins une est constituée comme une rondelle annulaire (28') avec un filetage intérieur.
- Elément de construction de joint de dilatation selon la revendication 1 ou la revendication 6 caractérisé en ce que les boulons à double tête sont composés d'une section de barre (27) et d'une plaque de tête, le diamètre de la plaque de tête (28, 28') étant au moins le double du diamètre de la section de barre (27).
- Elément de construction de joint de dilatation selon la revendication 1 caractérisé en ce que les boulons à double tête (17, 26) sont maintenus amovibles et réglables sur le goujon pour charge lourde (10) et/ou le manchon de logement (20).
- Elément de construction de joint de dilatation selon la revendication 8 caractérisé en ce que les les boulons à double tête (17, 26) sont fixés réglables sur le goujon pour charge lourde (10) au moyen d'un collier (30).
- Elément de construction de joint de dilatation selon la revendication 1 caractérisé en ce qu'une manchette en plastique (15) est montée sur le goujon pour charge lourde (10) et/ou le manchon de logement (20).
- Elément de construction de joint de dilatation selon la revendication 1 caractérisé en ce que le goujon pour charge lourde (10) est muni d'une bride (21) à l'extrémité du côté du joint de dilatation.
- Elément de construction de joint de dilatation selon la revendication 1 caractérisé en ce que le manchon de logement (20) est fermé à l'extrémité éloignée du joint de dilatation avec un bouchon en plastique (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PL13188862T PL2743415T3 (pl) | 2012-12-12 | 2013-10-16 | Element konstrukcyjny szczeliny dylatacyjnej |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CH02779/12A CH707321A1 (de) | 2012-12-12 | 2012-12-12 | Dehnfugenkonstruktionselement. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP2743415A1 EP2743415A1 (fr) | 2014-06-18 |
| EP2743415B1 true EP2743415B1 (fr) | 2015-02-18 |
Family
ID=47552712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP13188862.0A Active EP2743415B1 (fr) | 2012-12-12 | 2013-10-16 | Elément de construction de joints de dilatation |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP2743415B1 (fr) |
| CH (1) | CH707321A1 (fr) |
| PL (1) | PL2743415T3 (fr) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2753333C1 (ru) * | 2018-05-04 | 2021-08-13 | Б.Т. Инновэйшн ГмбХ | Анкер, передающий поперечное усилие |
| CN108678194A (zh) * | 2018-08-10 | 2018-10-19 | 中铁十局集团第三建设有限公司 | 一种单承台分离墩柱伸缩缝施工装置及施工方法 |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1954087A1 (de) * | 1969-10-28 | 1971-05-06 | Anton Halser | Vorrichtung zur Verduebelung von Bauwerksfugen,vornehmlich von Stahlbeton-Brueckenplatten |
| CH651090A5 (de) | 1980-01-04 | 1985-08-30 | Ulisse Claudio Aschwanden | Dorn und huelse zur verbindung von bauteilen des hoch- und tiefbaues. |
| DE3274271D1 (en) | 1981-02-23 | 1987-01-02 | Ulisse C Aschwanden | Dowel and sleeve for the absorption and transfer of a shearing force |
| EP0328484A1 (fr) | 1988-02-11 | 1989-08-16 | Egco Ag | Manchon de glissement pour la prise d'un boulon de force transversal |
| DE59205104D1 (de) * | 1991-11-29 | 1996-02-29 | Toni H Erb | Schubdornverbindungsanordnung |
| CH684201A5 (de) * | 1991-12-05 | 1994-07-29 | Reto Bonomo | Schubdornkastenelement und dessen Verwendung. |
| ATE176703T1 (de) * | 1994-06-03 | 1999-02-15 | Nivo Ag | Einrichtung für die aufnahme und übertragung von querkräften zweier bauteile |
| GB9413754D0 (en) | 1994-07-07 | 1994-08-24 | Boc Group Plc | Liquid dispensing apparatus |
| CH691269A5 (de) * | 1996-07-08 | 2001-06-15 | Pecon Ag | Querkraftdorn. |
-
2012
- 2012-12-12 CH CH02779/12A patent/CH707321A1/de not_active Application Discontinuation
-
2013
- 2013-10-16 PL PL13188862T patent/PL2743415T3/pl unknown
- 2013-10-16 EP EP13188862.0A patent/EP2743415B1/fr active Active
Also Published As
| Publication number | Publication date |
|---|---|
| EP2743415A1 (fr) | 2014-06-18 |
| CH707321A1 (de) | 2014-06-13 |
| PL2743415T3 (pl) | 2015-08-31 |
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