EP1040238B1 - Schubbewehrung für flachdecken und dübelleiste hierfür - Google Patents
Schubbewehrung für flachdecken und dübelleiste hierfür Download PDFInfo
- Publication number
- EP1040238B1 EP1040238B1 EP98966280A EP98966280A EP1040238B1 EP 1040238 B1 EP1040238 B1 EP 1040238B1 EP 98966280 A EP98966280 A EP 98966280A EP 98966280 A EP98966280 A EP 98966280A EP 1040238 B1 EP1040238 B1 EP 1040238B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- dowel
- support
- dowels
- zone
- diameter
- 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
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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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
Definitions
- the invention relates to shear reinforcement for flat slabs in Column area with several, essentially radial to one Support arranged dowel strips, each consisting of one Dowel rail and several vertical, parallel and in Distance to each other attached dowels, each an elongated dowel shaft and at least on that of the End of the dowel rail has a widened dowel head exhibit.
- the invention also relates to a Dowel bar for such shear reinforcement.
- Such shear reinforcements serve to initiate the Vertical forces occurring in flat ceilings Reinforced concrete and similarly stressed concrete slabs (DE-A-27 27 159).
- the dowels arranged perpendicular to the board level absorb the shear forces occurring in the column area. As a result, the dowel shafts are essentially also in tension claimed.
- the dowel at regular intervals along the dowel bar it is also known to use the dowels in different arrange mutual distances on the dowel bar.
- a closer dowel distance can be used in higher loads Area in the immediate vicinity of the column.
- Anchor distances are chosen larger; however here is not exceeding a specified dowel distance permissible, otherwise it would be too uneven Shear force distribution would result.
- the object of the invention is therefore a shear reinforcement initially mentioned genus so that a improved adaptation to the stresses that occur is achieved.
- This object is achieved in that the Diameter of the dowel shafts of those adjacent to the column The dowel is larger than the diameter of the dowel shafts dowels removed from the support.
- This shear reinforcement fulfills this for structural reasons existing requirement, in a neighboring column Intercept the same vertical load as in an area outer, significantly larger area without this outer area an oversizing of the shear reinforcement is present and especially not from static The specified maximum distance between the dowels is exceeded becomes.
- the dowels on at least one end, but preferably on a warm dipped head on both ends have, whose head diameter about 3 times the Is the diameter for the manufacture required energy expenditure when compressing the dowel heads smaller shaft diameter significantly smaller. The This makes production faster and more environmentally friendly.
- dowels with a Dowel diameters are arranged that are larger than that Anchor diameter of the rest, in a zone away from the column arranged dowels.
- the column reinforcement is here adapted the statically predetermined load conditions, after those in a zone near the column, for example Intercepting the same load as in a larger one far from the support Zone.
- the zone near the column and the zone away from the column are preferably contiguous, essentially each circularly arranged concentrically around the support Zones, the diameter of the zone away from the column is preferably at least twice as large as that Diameter of the zone near the column.
- each is preferably one inner dowel bar in the zone near the column aligned outer dowel bar in the zone away from the column assigned.
- the division into an inner and one outer dowel bar allows these two types of Manufacture dowel strips separately, especially from longer, equipped with evenly designed dowels To separate dowel strips.
- different Embodiments are chosen that are not only in terms of shaft diameter, but also in terms of differentiate the function of the dowel rail carrying the dowels.
- the dowels of the inner Dowel bar with one end of their dowel shafts with one inner dowel rail are welded and to their other End have a dowel head and that the dowels of the outer Anchor strip designed as a double-headed anchor and on one outer dowel rail are attached.
- dowel rails are used that only serve to secure the position of the dowels, so that here is a simpler type of connection technically can be chosen. Elaborate and polluting the environment Welding work is avoided here; these outer Dowel strips can be made with less weight be, which gives production and assembly advantages result.
- a one-piece dowel bar for such shear reinforcement characterized in that at least two on a dowel rail Groups of vertical dowels parallel and at a distance are attached to each other, each an elongated Dowel shaft and at least on that of the dowel rail end facing a widened dowel head, and that the diameter of the dowel shafts of a first group of Dowels are larger than the diameter of the dowel shafts at least a second group of dowels.
- Fig. 1 is a detail of a flat ceiling 1 in plan shown in reinforced concrete in the area of a column 2.
- a Shear reinforcement 3 is used to initiate the column forces in the flat ceiling 1 and thus forms a punching shear reinforcement the flat ceiling 1.
- the flat ceiling 1 in conventional Have a ceiling reinforcement made from an upper one Reinforcement layer 4 and a lower reinforcement layer 5 exists.
- the shear reinforcement 3 is supported by several dowel bars 6 formed, which is substantially radial to the axis of the support 2nd are arranged.
- Each dowel bar 6 consists of one Dowel rail 7, on which several vertical dowels 8 and 8 ' are mounted parallel and at a distance from each other.
- Each dowel 8, 8 ' has an elongated, preferably cylindrical dowel shaft 9 and 9 'and one at both ends compressed, widened dowel head 10 or 10 '. How shown in Fig. 2, the dowel strips 6 are in the Ceiling reinforcement 4, 5 inserted that the dowel rails 7 over the upper reinforcement layer 4 and the dowels 8, 8 'after reach down to the lower reinforcement layer 5.
- the Dowel shafts 9 have a larger diameter than that Dowel shafts 9 'of dowels 8'.
- the dowel strips 6 are like this arranged that those belonging to the first group 11 Dowels 8 with dowel shafts 9 of larger diameter in one Zone 13 near the column, while those to the second Group 12 belonging dowels 8 'with dowel shafts 9' smaller Diameter are located in a zone 14 remote from the support.
- the Zone 13 near the support and Zone 14 away from the support are in essential circular zones that are contiguous are arranged concentrically around the support 2.
- the diameter the zone 14 remote from the support is in the illustrated embodiment more than twice the diameter of the Zone 13 near the support.
- FIGS. 4 and 5 differs from the previously described embodiment essentially in that in the zone near the column 13 and in the distant zone 14 separate inner Dowel strips 6 "or outer dowel strips 6 'are arranged, who are always in alignment. While the outside Dowel strips 6 'in the manner already described are executed, whereby those designed as double-headed dowels Dowel 8 'with the above dowel rail 7' for example are connected by riveting or screwing only serves to secure the position, the dowels are 8 "of the inner one Dowel bar 6 "each with one end of their dowel shafts 9 "with an inner, below dowel rail 7" welded. The end of the inner dowel rail on the support side 7 "protrudes into the support 2. The inner dowel rail 7" is used not only to secure the position of the dowels 8 ", but in also essential for the application of force from the surrounding area Concrete in the 8 "dowels.
Description
Claims (9)
- Schubbewehrung für Flachdecken (1) im Stützenbereich mit mehreren, im wesentlichen radial zu einer Stütze (2) angeordneten Dübelleisten (6), bestehend jeweils aus einer Dübelschiene (7) und mehreren senkrechten, parallel und im Abstand zueinander daran angebrachten Dübeln (8,8'), die jeweils einen länglichen Dübelschaft (9,9') und mindestens an dem von der Dübelschiene (7) abgekehrten Ende einen verbreiterten Dübelkopf (10,10') aufweisen, dadurch gekennzeichnet, daß der Durchmesser der Dübelschäfte (9) der der Stütze (2) benachbarten Dübel (8) größer ist als der Durchmesser der Dübelschäfte (9') der weiter von der Stütze (2) entfernten Dübel (8').
- Schubbewehrung nach Anspruch 1, dadurch gekennzeichnet, daß in einer stützennahen Zone (13) Dübel (8, 8") mit einem Dübeldurchmesser angeordnet sind, der größer als der Dübeldurchmesser der übrigen, in einer stützenfernen Zone (14) angeordneten Dübel (8') ist.
- Schubbewehrung nach Anspruch 2, dadurch gekennzeichnet, daß die stützennahe Zone (13) und die stützenferne Zone (14) aneinandergrenzende, jeweils im wesentlichen kreisringförmige, konzentrisch um die Stütze (2) angeordnete Zonen sind.
- Schubbewehrung nach Anspruch 3, dadurch gekennzeichnet, daß der Durchmesser der stützenfernen Zone (14) mindestens doppelt so groß ist wie der Durchmesser der stützennahen Zone (13).
- Schubbewehrung nach Anspruch 2, dadurch gekennzeichnet, daß in der stützennahen Zone (13) und in der stützenfernen Zone (14) jeweils gesonderte innere bzw. äußere Dübelleisten (6' bzw. 6") angeordnet sind.
- Schubbewehrung nach Anspruch 5, dadurch gekennzeichnet, daß einer inneren Dübelleiste (6") in der stützennahen Zone (13) eine damit fluchtende äußere Dübelleiste (6') in der stützenfernen Zone (14) zugeordnet ist.
- Schubbewehrung nach Anspruch 5 oder 6, dadurch gekennzeichnet, daß die Dübel (8") der inneren Dübelleiste (6") mit dem einen Ende ihrer Dübelschäfte (9") mit einer inneren Dübelschiene (7") verschweißt sind und an ihrem anderen Ende einen Dübelkopf (10) aufweisen und daß die Dübel (8') der äußeren Dübelleiste (6') als Doppelkopfdübel ausgeführt und an einer äußeren Dübelschiene (7') angebracht sind.
- Schubbewehrung nach Anspruch 7, dadurch gekennzeichnet, daß die inneren Dübelleisten (6") mit untenliegender Dübelschiene (7") und die äußeren Dübelleisten (6') mit obenliegender Dübelschiene (7') angeordnet sind.
- Dübelleiste für eine Schubbewehrung nach Anspruch 1, dadurch gekennzeichnet, daß an einer Dübelschiene (7) mindestens zwei Gruppen (11, 12) von senkrechten Dübeln (8 bzw. 8') parallel und im Abstand zueinander angebracht sind, die jeweils einen länglichen Dübelschaft (9 bzw. 9') und mindestens an dem von der Dübelschiene abgekehrten Ende einen verbreiterten Dübelkopf (10) aufweisen, und daß der Durchmesser der Dübelschäfte (9) einer ersten Gruppe (11) von Dübeln (8), die am Rand der Dübelleite liegt größer ist als der Durchmesser der Dübelschäfte (9') mindestens einer zweiten Gruppe (12) von Dübeln (8').
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19756358A DE19756358A1 (de) | 1997-12-18 | 1997-12-18 | Schubbewehrung für Flachdecken und Dübelleiste hierfür |
DE19756358 | 1997-12-18 | ||
PCT/EP1998/008031 WO1999032737A1 (de) | 1997-12-18 | 1998-12-10 | Schubbewehrung für flachdecken und dübelleiste hierfür |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1040238A1 EP1040238A1 (de) | 2000-10-04 |
EP1040238B1 true EP1040238B1 (de) | 2003-03-26 |
Family
ID=7852410
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98966280A Expired - Lifetime EP1040238B1 (de) | 1997-12-18 | 1998-12-10 | Schubbewehrung für flachdecken und dübelleiste hierfür |
Country Status (13)
Country | Link |
---|---|
US (1) | US6327832B1 (de) |
EP (1) | EP1040238B1 (de) |
JP (1) | JP4101461B2 (de) |
AT (1) | ATE235620T1 (de) |
CA (1) | CA2313518C (de) |
CZ (1) | CZ297223B6 (de) |
DE (2) | DE19756358A1 (de) |
DK (1) | DK1040238T3 (de) |
ES (1) | ES2191370T3 (de) |
HK (1) | HK1031752A1 (de) |
NO (1) | NO20003153L (de) |
PL (1) | PL196257B1 (de) |
WO (1) | WO1999032737A1 (de) |
Families Citing this family (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE50114362D1 (de) * | 2001-01-12 | 2008-11-13 | Ancotech Ag | Bewhrung für auf Stützen aufgelagerte Flachdecken sowie ein Verfahren zur Herstellung einer Bewehrung |
DE102004040584A1 (de) * | 2004-08-21 | 2006-02-23 | Schöck Bauteile GmbH | Bauelement zur Schubbewehrung |
DE202007011508U1 (de) * | 2007-08-16 | 2008-12-24 | Ancotech Ag | Anordnung zum Sanieren von durchstanzgefährdeten Zonen von Betonbauwerken sowie Zugankerelement hierfür |
KR100947339B1 (ko) * | 2008-01-04 | 2010-03-15 | 주식회사 힐 엔지니어링 | 기둥-슬래브 접합부의 수직걸림형 전단보강체 |
DE202008012547U1 (de) | 2008-09-23 | 2010-02-11 | Ancotech Ag | Anordnung zum Bewehren eines Betonbauwerkes gegen Durchstanzen im Bereich der Auflage eines Deckenelementes auf einer Stütze sowie Durchstanzbewehrungselement hierfür |
DE102009056826A1 (de) * | 2009-07-31 | 2011-02-03 | Fachhochschule Gießen-Friedberg | Stahlbetonbauteil mit Bewehrung aus L-förmigen Blechteilen |
CH701682A1 (de) | 2009-08-21 | 2011-02-28 | Sybaco Ag | Durchstanzbewehrung. |
US8220219B2 (en) | 2010-12-03 | 2012-07-17 | Martter Richard P | Reinforcing assembly, and reinforced concrete structures using such assembly |
US8549813B2 (en) * | 2010-12-03 | 2013-10-08 | Richard P. Martter | Reinforcing assembly and reinforced structure using a reinforcing assembly |
KR101596259B1 (ko) * | 2014-10-30 | 2016-03-07 | 경희대학교 산학협력단 | 철근콘크리트 슬래브의 보강 시스템과 이를 갖는 철근콘크리트 슬래브와 철근콘크리트 슬래브의 전단보강 유닛 및 플랫 플레이트 시공방법 |
DE102016106525A1 (de) * | 2016-04-08 | 2017-10-12 | Wobben Properties Gmbh | Verbindungskörper, Windenergieanlagen-Turmringsegment und Verfahren zum Verbinden von zwei Windenergieanlagen-Turmringsegmenten |
US10119276B2 (en) | 2016-07-15 | 2018-11-06 | Richard P. Martter | Reinforcing assemblies having downwardly-extending working members on structurally reinforcing bars for concrete slabs or other structures |
US11220822B2 (en) | 2016-07-15 | 2022-01-11 | Conbar Systems Llc | Reinforcing assemblies having downwardly-extending working members on structurally reinforcing bars for concrete slabs or other structures |
US11959270B1 (en) * | 2021-04-16 | 2024-04-16 | Morse Distribution, Inc. | Stud rail systems and methods for use in reinforced concrete structures |
EP4112833A1 (de) * | 2021-06-28 | 2023-01-04 | AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. | Bewehrungsanordnung zur erhöhung eines durchstanzwiderstandes sowie verfahren hierzu |
DE202023101939U1 (de) | 2023-04-17 | 2023-06-30 | Reinhold Elsässer | Vorrichtung zum Einsetzen in plattenförmige Elemente |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT331469B (de) * | 1974-06-26 | 1976-08-25 | Hofstadter Dipl Ing Erich | Bewehrung |
DE2727159C3 (de) * | 1977-06-16 | 1980-05-08 | 7000 Stuttgart | Schubbewehrung für auf Betonstützen aufgelagerte Flachdecken aus Stahl- oder Spannbeton |
CA1085642A (en) * | 1978-02-28 | 1980-09-16 | Amin Ghali | Shear reinforcement for concrete flat slabs |
DE3417330C1 (de) * | 1984-05-10 | 1985-09-19 | Andrä, Wolfhart, Dr.-Ing., 7000 Stuttgart | Anschluss einer Ortbetonplatte an eine vorgefertigte Stuetze |
DE4129903A1 (de) * | 1991-09-09 | 1993-03-11 | Deha Ankersysteme | Duebelleiste |
CA2165848C (en) * | 1995-12-21 | 1999-03-30 | Amin Ghali | Stud-trough reinforcing system for structural concrete |
AU1374897A (en) * | 1995-12-21 | 1997-07-17 | Deha Ankersysteme Gmbh & Co Kg | Dowel support for bent-up reinforcement bars and process for the production thereof |
DE29612053U1 (de) * | 1996-07-11 | 1996-10-31 | Rojek Richard Prof Dr Ing | Bewehrungsvorrichtung |
US5992123A (en) * | 1996-07-19 | 1999-11-30 | Erico International Corporation | Shear stud assembly and method for reinforcement of column or beam connections |
DE29614209U1 (de) * | 1996-08-16 | 1997-12-11 | Dausend Hans Werner | Dübelleiste |
-
1997
- 1997-12-18 DE DE19756358A patent/DE19756358A1/de not_active Ceased
-
1998
- 1998-12-10 CA CA002313518A patent/CA2313518C/en not_active Expired - Lifetime
- 1998-12-10 JP JP2000525642A patent/JP4101461B2/ja not_active Expired - Lifetime
- 1998-12-10 ES ES98966280T patent/ES2191370T3/es not_active Expired - Lifetime
- 1998-12-10 CZ CZ20002216A patent/CZ297223B6/cs not_active IP Right Cessation
- 1998-12-10 AT AT98966280T patent/ATE235620T1/de active
- 1998-12-10 DE DE59807680T patent/DE59807680D1/de not_active Expired - Lifetime
- 1998-12-10 PL PL341207A patent/PL196257B1/pl unknown
- 1998-12-10 US US09/581,754 patent/US6327832B1/en not_active Expired - Lifetime
- 1998-12-10 DK DK98966280T patent/DK1040238T3/da active
- 1998-12-10 WO PCT/EP1998/008031 patent/WO1999032737A1/de active IP Right Grant
- 1998-12-10 EP EP98966280A patent/EP1040238B1/de not_active Expired - Lifetime
-
2000
- 2000-06-16 NO NO20003153A patent/NO20003153L/no not_active Application Discontinuation
-
2001
- 2001-03-30 HK HK01102332A patent/HK1031752A1/xx not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
ES2191370T3 (es) | 2003-09-01 |
DK1040238T3 (da) | 2003-06-10 |
JP4101461B2 (ja) | 2008-06-18 |
HK1031752A1 (en) | 2001-06-22 |
CA2313518A1 (en) | 1999-07-01 |
PL341207A1 (en) | 2001-03-26 |
WO1999032737A1 (de) | 1999-07-01 |
DE19756358A1 (de) | 1999-07-01 |
JP2001527177A (ja) | 2001-12-25 |
NO20003153D0 (no) | 2000-06-16 |
NO20003153L (no) | 2000-06-16 |
CA2313518C (en) | 2006-02-07 |
CZ297223B6 (cs) | 2006-10-11 |
US6327832B1 (en) | 2001-12-11 |
PL196257B1 (pl) | 2007-12-31 |
DE59807680D1 (de) | 2003-04-30 |
CZ20002216A3 (cs) | 2001-01-17 |
ATE235620T1 (de) | 2003-04-15 |
EP1040238A1 (de) | 2000-10-04 |
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