EP2743415B1 - Dehnfugenkonstruktionselement - Google Patents
Dehnfugenkonstruktionselement 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)
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 (de) | 2014-06-18 |
EP2743415B1 true EP2743415B1 (de) | 2015-02-18 |
Family
ID=47552712
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13188862.0A Active EP2743415B1 (de) | 2012-12-12 | 2013-10-16 | Dehnfugenkonstruktionselement |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2743415B1 (pl) |
CH (1) | CH707321A1 (pl) |
PL (1) | PL2743415T3 (pl) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019210968A1 (de) * | 2018-05-04 | 2019-11-07 | B.T. Innovation Gmbh | Querkraftanker |
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 (de) | 1988-02-11 | 1989-08-16 | Egco Ag | Gleithülse zur Aufnahme eines Querkraftdornes |
DK0545854T3 (da) * | 1991-11-29 | 1996-02-12 | Toni H Erb | Forskydningsdornforbindelse |
CH684201A5 (de) * | 1991-12-05 | 1994-07-29 | Reto Bonomo | Schubdornkastenelement und dessen Verwendung. |
EP0685613B1 (de) * | 1994-06-03 | 1999-02-10 | 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/de active Active
Also Published As
Publication number | Publication date |
---|---|
EP2743415A1 (de) | 2014-06-18 |
PL2743415T3 (pl) | 2015-08-31 |
CH707321A1 (de) | 2014-06-13 |
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