EP0919672A2 - Dornverankerung einer Querkraftverbindung - Google Patents
Dornverankerung einer Querkraftverbindung Download PDFInfo
- Publication number
- EP0919672A2 EP0919672A2 EP98118251A EP98118251A EP0919672A2 EP 0919672 A2 EP0919672 A2 EP 0919672A2 EP 98118251 A EP98118251 A EP 98118251A EP 98118251 A EP98118251 A EP 98118251A EP 0919672 A2 EP0919672 A2 EP 0919672A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- mandrel
- plate
- concrete
- anchorage according
- concrete part
- 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
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 13
- 238000010008 shearing Methods 0.000 title 1
- 238000005452 bending Methods 0.000 claims description 2
- 230000008878 coupling Effects 0.000 abstract 2
- 238000010168 coupling process Methods 0.000 abstract 2
- 238000005859 coupling reaction Methods 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000009413 insulation Methods 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000002411 adverse Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000007787 solid Substances 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B2001/8254—Soundproof supporting of building elements, e.g. stairs, floor slabs or beams, on a structure
Definitions
- Mandrel anchoring according to the preamble of Claim 1, in particular for the support of concrete parts (e.g. ceiling panels) Support zones (e.g. walls and the like), see above that a space between the two parts remains as a dilatation joint and / or Thermal insulation and / or impact sound insulation can be used.
- concrete parts e.g. ceiling panels
- Support zones e.g. walls and the like
- At least one-sided around ceiling parts Expansion and / or impact sound insulation Ensuring disruption today Steel mandrels used. These become one-sided concreted and in the concreted part with Provide various types of anchors.
- a Sleeve construction that allows horizontal sliding the steel mandrels e.g. enable in a sleeve and a relative movement of the two parts enable each other.
- Such sleeve designs offer the possibility of a Install suspension for impact sound insulation and allow the shuttering of one part without Formwork penetration during the construction of the Concrete construction.
- the failure load is caused by material resistance of the material used (e.g. steel) on the one hand and on the other hand limited by the concrete.
- material resistance of the material used e.g. steel
- the concrete limits the concrete, because this seen from the strengths the majority is the weaker part.
- the ones from Concrete load can be roughly divided into two Types are classified. First, the too transmitted load (shear force) and secondly the too transferring, joint-related load eccentricity (Moment). This load eccentricity leads as shown in the following sketch, too high Concrete stresses on the edge, i.e. in the Steel mandrel discharge zone in the concrete. Man So try these tensions with one suitable mandrel construction to minimize the Increase failure load per construction.
- the present invention now addresses the Task to close the thorn in the concrete part in style anchoring that the emerging forces as possible be distributed evenly so that the Force transmission into the concrete part with the Thorn anchorage according to the invention, if possible many power transmission points and by means of friction he follows.
- FIG. 1 shows how mandrel 5 Anchors 6.7 and plate 4 as a unit in the Concrete part 2 are integrated.
- anchors 6 and 7 i.e. one Pressure anchor 6 and a tension anchor 7 in splits a pair of forces, the tensions in the same level as the ceiling tile Friction and / or deflection forces on the concrete part 2 given instead of being normal (perpendicular) to it initiate what is known to be excessive Conduct concrete pressures ⁇ B2 (see sketch above) has been.
- the thickness of the plate 4 must be selected so that its bending resistance is always greater than the torque calculated in the practical arrangement and to be transmitted by the mandrel anchor 1.
- the plate 4 is also by definition one Plate "and not one Disc"!
- the plate 4 also prevents premature Breaking out of the concrete, which in turn makes it possible that a three-dimensional state of tension arises. This change leads to increased Failure loads of the construction.
- the lever arm of the force to be transmitted can be extended without adverse effects on the concrete pressures ⁇ B2 at the joint edge. I.e. an extension of the mandrel 5 is without adverse effects possible so that one can realize larger widths of the joint 20.
- the dome 5 must be on the side of the concrete part 2 do not protrude beyond plate 4. All emerging forces are directly in the Rigid plate 4 initiated and by this in the form of a pair of forces over the Tension anchor 7 and the pressure anchor 6 delivered the concrete part 2.
- the on-site reinforcement in concrete part 2 can with the mandrel anchorage 1 according to the invention without further problems are put in because there are none disruptive elements of the mandrel anchor 1, such as e.g. Plates, angles, profiles and the like in the level of the concrete part 2 are.
- the Concreting the component 2 requires with the Donor anchorage 1 according to the invention special care, which means that the Installation security through this type of Mandrel anchorage with great reliability is guaranteed.
- the rigid connection between plate 4 and Mandrel 5 is by welding or Screw connection ensured.
- the thorn can 5 on the plate 4 by means of resistance welding be welded on, or you bring in the Plate 4 a hole and welded the two parts as in Fig. 1 in section is shown. It must be taken into account be that a firm and rigid Connection of mandrel 5 and plate 4 ensured becomes.
- the mandrel anchor 1 also have two rods 5a and 5b. These will on one, centered on the anchorings 6.7 imaginary axis e arranged. With two and more Rods can be achieved that the required dimension of the individual rod 5a, 5b etc. can be reduced. This offers one Advantage if for any reason the Support part 3 of the cathedral, where the force A acts, for certain reasons, rather for many thin support rods 5a, 5b, etc. is suitable as for a thick thorn 5. It is obvious that for mandrel 5 or for many rods 5a, 5b, etc. any profile can be used for what again an adaptation to that by the Design of the support part 3 required Conditions. Can be advantageous before all be the use of H and T profiles.
- the mandrel anchor 1 is advantageous, if the surface of the plate facing the joint 20 4 with the end face of the concrete part 2, in the the mandrel anchor 1 is installed, flush runs. Above all, this makes laying easier the mandrel anchoring on the construction site by the Formwork with an opening for the mandrel 5 is provided, and thereby the concrete of the Concrete part 1 around the plate 4 clean can then be shed.
- the protruding length 5 '' should always be shorter than the length b of the anchors 6 and 7.
- the anchors 6 and 7 are made of static Always at the same distance from the axis c of the dome 5 or the rods 5a, 5b etc. arranged. This arrangement is essential so the moment A x 1 evenly into the pair of forces D and Z can be converted.
- the anchors 6 and 7 could theoretically through a spherical joint with the plate 4 be connected. Because this type of connection for Reinforcement parts are inappropriate and much too expensive would be anchorages 6 and 7 as well by welding or screwing with the Plate 4 connected.
- the anchors 6 and 7 are in the concrete part 2 so anchored that the forces by means of friction over the entire length of the anchorages 6 and 7 be introduced into the concrete part 2.
- the Effect of anchoring in concrete can be increased if for anchorages 6 and 7 normal reinforcing iron is used, which is equipped with ribs 9.
- the anchors 6 and 7 consist of ribbed Material 9 for the introduction of the forces D and Z continuously and in an optimal way ensure. With additional funds 6 '' and 7 '' such as Loops, hooks, head bolts, Slabs, expansion anchors, brackets etc., can a double security of the anchorages can be achieved.
- the anchorages 6 and 7 will be but designed so that their hold in the concrete part 2 ensured by means of the ribs 9 provided is. Additional means 6 '' and 7 '' can be used in the Construction phase serve to anchor the mandrel for pouring the concrete into the concrete reinforcement to fix.
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)
- Reinforcement Elements For Buildings (AREA)
- Vibration Prevention Devices (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
Description
- Fig.1
- Ein Schnitt durch eine Dornverankerung im eingebauten Zustand von der Seite.
- Fig.2
- Schnitt einer Dornverankerung von der Seite
- Fig.3
- Ansicht einer Dornverankerung von oben gesehen.
- Fig.4
- Perspektivische Darstellung einer Dornverankerung.
- Fig.5
- Perspektivische Darstellung einer Dornverankerung
Claims (9)
- Dornverankerung (1) mit einer in einem Betonteil (2) eingelassenen und mit der einen Fläche zur Fuge (20) hin gerichteten Platte (4), die mit mindestens einem über die Fuge (20) auskragenden Dorn (5) verbunden ist, wobei die Platte (4) auf der Gegenseite der Fuge (20) mit Zug- und Druckverankerungen verbunden ist dadurch gekennzeichnet, dass die Verbindung zwischen Platte (4) und Dorn (5) fest und biegesteif ausgebildet ist, die Dicke (d) der Platte immer so ausgelegt ist, dass der Biegewiderstand der Platte (4) grösser ist als das zu übertragende Moment, wobei je eine Verankerung (6) in der oberen Hälfte der Platte (4) und eine zweite Verankerung (7) in der unteren Hälfte der Platte (4) angeordnet ist, wobei diese Verankerungen (6 und 7) mit der Platte fest verbunden sind.
- Dornverankerung gemäss Anspruch 1, dadurch gekennzeichnet, dass der Dorn (5) in einer Öffnung mittig der Platte (4) eingelassen und mit seiner Mittelachse senkrecht zur Platte (4) angeordnet ist.
- Dornverankerung gemäss Anspruch 1 bis 2, dadurch gekennzeichnet, dass der Dorn (5) durch zwei Stäbe (5a,5b) gebildet wird, die horizontal auf gleicher Höhe und vertikal symmetrisch, mittig der Platte (4)angeordnet sind.
- Dornverankerung gemäss Anspruch 1 bis 3, dadurch gekennzeichnet, dass für Dorn (5) ein beliebiges Profil verwendet wird.
- Dornverankerung gemäss Anspruch 1, dadurch gekennzeichnet, dass die zur Stirnseite des Betonteiles (2) parallel angeordnete Platte (4) bündig eingegossen ist.
- Dornverankerung gemäss Anspruch 1 und 2, dadurch gekennzeichnet, dass die Verankerungen (6,7) mit deren Länge (b) weiter in den Betonteil (2) kragen als der eingelassene Teil (5'') des Dornes (5).
- Dornverankerung gemäss Anspruch 1, dadurch gekennzeichnet, dass die Verankerungen (6,7) den gleichen Abstand von der Achse (c) des Dornes (5) aufweisen.
- Dornverankerung gemäss Anspruch 1, dadurch gekennzeichnet, dass die Verankerungen (6,7) mit Mitteln (9) versehen sind, welche die Verankerung durch Reibung im Betonteil (2) gewährleisten.
- Dornverankerung gemäss Anspruch 1, dadurch gekennzeichnet, dass die Verankerungen (6,7) an ihren Enden mit Mitteln (6'',7'') versehen sind, mit denen sie im Betonteil (2) zusätzlich verankert werden.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29824335U DE29824335U1 (de) | 1997-11-30 | 1998-09-25 | Dornverankerung einer Querkraftverbindung |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH2763/97 | 1997-11-30 | ||
CH276397 | 1997-11-30 | ||
CH276397 | 1997-11-30 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0919672A2 true EP0919672A2 (de) | 1999-06-02 |
EP0919672A3 EP0919672A3 (de) | 1999-09-01 |
EP0919672B1 EP0919672B1 (de) | 2002-07-31 |
Family
ID=4241071
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98118251A Expired - Lifetime EP0919672B1 (de) | 1997-11-30 | 1998-09-25 | Verankerungsvorrichtung einer Querkraftverbindung |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0919672B1 (de) |
AT (1) | ATE221603T1 (de) |
DE (1) | DE59804983D1 (de) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1193355A2 (de) * | 2000-09-27 | 2002-04-03 | Deha Ankersysteme GmbH & Co. KG | Ankerschienenanordnung |
EP1113115A3 (de) * | 1999-12-30 | 2002-10-09 | SCHÖCK BAUTEILE GmbH | Hülsen-/Dorn-Verbindung zwischen benachbarten Bauteilen |
EP2805146B1 (de) * | 2012-01-20 | 2017-06-14 | BASYS Ag | Anordnung mit integriertem monitoringelement |
CN112681770A (zh) * | 2020-12-15 | 2021-04-20 | 中国十九冶集团有限公司 | 混凝土预埋钢板结构及安装方法 |
US11761197B2 (en) | 2020-11-05 | 2023-09-19 | Victualic Company | Wall mountable bracket assembly |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0127631A1 (de) | 1982-12-01 | 1984-12-12 | Anton Erb | Schubduebel. |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3495367A (en) * | 1965-12-21 | 1970-02-17 | Hideya Kobayashi | Precast lightweight reinforced concrete plank |
CH649595A5 (en) * | 1981-03-06 | 1985-05-31 | Anton Gerevini | Device for connecting load-bearing elements on constructions |
FI69176C (fi) * | 1984-02-13 | 1985-12-10 | Partek Ab | Byggsystem |
EP0651000B1 (de) * | 1993-10-29 | 1999-02-10 | AtoHaas B.V. | Verfahren zur Einfärbung von thermoplastischen Kunststoffen |
DE29620637U1 (de) * | 1996-02-28 | 1997-02-20 | Pecon Ag, Lostorf | Querkraftdornverankerung |
-
1998
- 1998-09-25 AT AT98118251T patent/ATE221603T1/de not_active IP Right Cessation
- 1998-09-25 DE DE59804983T patent/DE59804983D1/de not_active Expired - Lifetime
- 1998-09-25 EP EP98118251A patent/EP0919672B1/de not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0127631A1 (de) | 1982-12-01 | 1984-12-12 | Anton Erb | Schubduebel. |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1113115A3 (de) * | 1999-12-30 | 2002-10-09 | SCHÖCK BAUTEILE GmbH | Hülsen-/Dorn-Verbindung zwischen benachbarten Bauteilen |
EP1193355A2 (de) * | 2000-09-27 | 2002-04-03 | Deha Ankersysteme GmbH & Co. KG | Ankerschienenanordnung |
EP1193355A3 (de) * | 2000-09-27 | 2002-12-04 | Deha Ankersysteme GmbH & Co. KG | Ankerschienenanordnung |
EP2805146B1 (de) * | 2012-01-20 | 2017-06-14 | BASYS Ag | Anordnung mit integriertem monitoringelement |
US11761197B2 (en) | 2020-11-05 | 2023-09-19 | Victualic Company | Wall mountable bracket assembly |
CN112681770A (zh) * | 2020-12-15 | 2021-04-20 | 中国十九冶集团有限公司 | 混凝土预埋钢板结构及安装方法 |
Also Published As
Publication number | Publication date |
---|---|
DE59804983D1 (de) | 2002-09-05 |
EP0919672A3 (de) | 1999-09-01 |
ATE221603T1 (de) | 2002-08-15 |
EP0919672B1 (de) | 2002-07-31 |
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