EP0826845A2 - Vorrichtung zur Zugkraftübertragung - Google Patents
Vorrichtung zur Zugkraftübertragung Download PDFInfo
- Publication number
- EP0826845A2 EP0826845A2 EP97114441A EP97114441A EP0826845A2 EP 0826845 A2 EP0826845 A2 EP 0826845A2 EP 97114441 A EP97114441 A EP 97114441A EP 97114441 A EP97114441 A EP 97114441A EP 0826845 A2 EP0826845 A2 EP 0826845A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- loop
- tensile
- connecting piece
- elements
- structural
- 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
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
-
- 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
- E04B1/003—Balconies; Decks
- E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
Definitions
- the invention relates to a device with the tensile components without welded or direct mechanical connections with extremely short length development can be connected to each other in a force-transmitting manner. It can preferably be used in steel and prestressed concrete structures, the short length development especially in connection with structural joints, are to be transmitted via the tensile forces, is particularly advantageous. With the device can also pull components of other materials (such as wood steel) into the concrete. Finally, the device can also Transfer of tensile forces between wood and steel or other suitable Materials are used cheaply.
- the tension rods can either be made of rod-shaped reinforcing steel or else consist of other materials and / or other cross-sections.
- the intermediate elements are formed due to the height offset that the offset torque that arises during the power transmission by an opposing one A pair of forces is kept in balance. This ensures that the tension rods are kept free from additional moments.
- Figures 2 and 3 or 4 and 5 each show a slightly modified variant the device of Figure 1, in which it is possible, initially only the two Reinforcement loops 1 and 4 fit snugly - if necessary with a sufficient one Tolerance measure for shrinkage reduction - to be installed.
- the circular cylindrical molded connector 3 can be used later. In other use cases such as B. in joints with thermal separation, it can be sensible, the connector with the loop that goes through the insulation joint is to be connected before installation.
- the loop 1 pulls to the left and accordingly the loop 4 to the right. This is due to the height offset of the two
- the connecting piece wants to watch the resulting torque in a clockwise direction twist. However, this is prevented by the loop 1 on the Support position A down against the concrete. Because of the comparatively small However, it is tensile strength of the concrete i. d. R. not possible that the near Point B of the loop 4 located on the concrete surface 5 is supported accordingly can. To accommodate the upward balance required for balance For this reason, force is used in the example in FIG Tab 5.
- FIGS. 1 to 5 7 or 8 or 9 various possible variants of an assembly aid are shown in FIGS. 1 to 5 7 or 8 or 9 to secure the position of the reinforcement loops 1, 4 opposite the intermediate piece 3 shown. It can be attached to the intermediate piece 3 Stops, such as tabs 7, pins 8, all or part of the circumferential Act frets 9 or the like. Such means can in one way or another Application variant make sense.
- FIG. 6 shows another possible variant for the applicability of the invention Device the rigid connection of wooden beams 11 to a Reinforced concrete slab 12 in the area of a thermally insulated joint.
- the wooden beam with rod dowels in a U-shaped steel bracket 13 passed, arranged in an edge recess of the wooden beam and after outside, d. H. here on the right, closed in a semicircle and slit in half the height is.
- the steel bracket with its slot is so far over the pull loop pushed until the annular intermediate piece 14 for transmission the traction can be used.
- the tensile forces with the aid of a device approximately according to Figures 4 and 5 in the Reinforcement loop 17 forwarded.
- the bending tensile forces occur here in the upper area of the wooden beam 11.
- the invention Device for transmitting tensile forces is therefore in the upper area arranged.
- those occurring in the lower area of the cantilevered wooden beam 11 Bending compressive forces and the transverse forces are provided by one Pressure plate 18 added the horizontal and vertical support surface components has and transfers the transverse forces by means of a diagonal arrangement and can be connected to the pull loop 15 for this purpose.
- the two pressure plates are here approximately inclined towards each other in a roof shape.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Wood Science & Technology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
- Medicines Containing Plant Substances (AREA)
- Devices For Conveying Motion By Means Of Endless Flexible Members (AREA)
- Transmission Devices (AREA)
- Joining Of Building Structures In Genera (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
Description
- Figur 1
- einen Längsschnitt durch eine Stahlbetonplatte mit einer Schwindfuge, in der die Bewehrung mit einer erfindungsgemäßen Vorrichtung gestoßen wird,
- Figur 2
- eine Draufsicht einer erfindungsgemäßen Vorrichtung, die vollständig kreisringförmig ausgebildet ist,
- Figur 3
- einen axial geführten Längsschnitt der Vorrichtung gemäß Figur 2,
- Figur 4
- eine Draufsicht auf eine Variante der erfindungsgemäßen Vorrichtung gemäß Figur 2,
- Figur 5
- einen axial geführten Längsschnitt der Vorrichtung gemäß Figur 4 und
- Figur 6
- einen Längsschnitt durch Holzbalken, die im Bereich einer wärmegedämmten Fuge mit Hilfe einer weiteren Variante der erfindungsgemäßen Vorrichtung biegesteif an eine Stahlbetonkonstruktion angeschlossen sind.
Claims (10)
- Vorrichtung zur Verbindung von auf Zug beanspruchten Konstruktionselementen von Bauwerken, insbesondere zur Herstellung von Bewehrungsstößen im Bereich von Bauwerksfugen von mit Bewehrungen versehenen Bauwerken, wobei wenigstens eines der beiden vorzugsweise einen gegenseitigen Höhenversatz aufweisenden, zugeanspruchten Konstruktionselemente (1,4;10;13,15;15,17) inform einer Zugschlaufe endet, die ein mit quer zur Schlaufenebene verlaufender Achse angeordnetes, am jeweils anderen Konstruktionselement abgestütztes, einen Formschluß bewirkendes Verbindungsstück (3;14;16) zumindest teilweise umgreift, das zumindest im von einer Zugschlaufe umfaßten Bereich einen dem gerundeten Innenumfang der Zugschlaufe entsprechend gerundeten Außenumfang aufweist.
- Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß die beiden, zugbeanspruchten Konstruktionselemente (1,4) mit einer Zugschlaufe versehen sind, wobei die beiden Zugschlaufen einander überlappen und das den Überlappungsbereich durchgreifende Verbindungsstück (3) gegenüber beiden, zugbeanspruchten Konstruktionselementen (1,4) lose angeordnet ist und einander gegenüberliegende, abgerundete Umfangsbereiche aufweist.
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß das Verbindungsstück (3;14;16) zumindest auf einer Seite eine mit konstantem Radius gebogene, kreisförmige Umfangskontur aufweist.
- Vorrichtung nach Anspruch 2 oder 3, dadurch gekennzeichnet, daß das Verbindungsstück (3; 14;16) eine zylindrische Umfangskontur aufweist, vorzugsweise als Rohr- oder Stangenabschnitt ausgebildet ist.
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß das Verbindungsstück (3) wenigstens ein einem lose angreifenden, zugbeanspruchten Konstruktionselement (1;4) zugeordnetes Lagesicherungselement (7,8,9) aufweist.
- Vorrichtung nach wenigstens einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß das Verbindungsstück (3) mit einer Einrichtung zur Kippverhinderung versehen ist.
- Vorrichtung nach Anspruch 6, dadurch gekennzeichnet, daß das Verbindungsstück (3) mit einem vorzugsweise von seinem unteren Rand nach radial außen abstehenden, vorzugsweise laschenförmigen Stützelement (5) versehen ist und/oder eine durch Verlängerung nach unten gebildete Stirnfläche (10) aufweist.
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß zwei durch ein vorzugsweise eine Bauwerksfuge durchsetzendes, auf Zug beanspruchtes Konstruktionselement (15) überbrückte Verbindungsstücke (14,16) vorgesehen sind, an denen jeweils ein weiteres, zugbeanspruchtes Konstruktionselement (13 bzw. 17) angreift.
- Vorrichtung nach Anspruch 8, dadurch gekennzeichnet, daß beim Anschluß eines Balkens (11) das diesem zugeordnete Konstruktionselement (13) mit einer Schlaufe in eine Randausnehmung hineinragt und in halber Höhe so einschlitzt ist, daß die Schlaufe des weiterführenden Konstruktionselements (15) einführbar ist.
- Vorrichtung nach Anspruch 8 oder 9, dadurch gekennzeichnet, daß zumindest das zwei von einander beabstandete Verbindungsstücke (14,16) überbrückende, zugbeanspruchte Konstruktionselement (15) mittels einer Diagonalanordnung mit einer höhenmäßig hiergegen versetzt angeordneten Einrichtung (18) zur Aufnahme von Druck- und/oder Querkräften verbunden ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29615017U DE29615017U1 (de) | 1996-08-29 | 1996-08-29 | Vorrichtung zur Zugkraftübertragung |
DE29615017U | 1996-08-29 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0826845A2 true EP0826845A2 (de) | 1998-03-04 |
EP0826845A3 EP0826845A3 (de) | 1999-04-28 |
EP0826845B1 EP0826845B1 (de) | 2005-04-27 |
Family
ID=8028500
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97114441A Expired - Lifetime EP0826845B1 (de) | 1996-08-29 | 1997-08-21 | Vorrichtung zur Zugkraftübertragung |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0826845B1 (de) |
AT (1) | ATE294296T1 (de) |
DE (2) | DE29615017U1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1041214A2 (de) * | 1999-04-01 | 2000-10-04 | Richard Prof. Dr.-Ing. Rojek | Bewehrungsvorrichtung |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR652225A (fr) * | 1928-04-05 | 1929-03-06 | Procédé de construction en ciment armé et nouveaux produits industriels qui en résultent | |
DE957685C (de) * | 1957-01-17 | Karl Kubler A G , Bauunternehmung, Stuttgart | Verfahren zum Spannen der Vorspannglieder an Spannbetonbauteilen | |
DE8417440U1 (de) * | 1984-06-08 | 1985-10-10 | Halfeneisen GmbH & Co KG, 4000 Düsseldorf | Konsole zum Verbinden einer auskragenden Platte mit einer Wand, Decke od. dgl. |
DE3634568A1 (de) * | 1986-01-20 | 1987-07-23 | Dennert Kg Veit | Spannelement zur verbindung von betonfertigteilen |
DE9318354U1 (de) * | 1993-11-18 | 1994-03-24 | Max Frank Gmbh & Co Kg, 94339 Leiblfing | Balkonanschluß |
-
1996
- 1996-08-29 DE DE29615017U patent/DE29615017U1/de not_active Expired - Lifetime
-
1997
- 1997-08-21 EP EP97114441A patent/EP0826845B1/de not_active Expired - Lifetime
- 1997-08-21 DE DE59710944T patent/DE59710944D1/de not_active Expired - Fee Related
- 1997-08-21 AT AT97114441T patent/ATE294296T1/de not_active IP Right Cessation
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE957685C (de) * | 1957-01-17 | Karl Kubler A G , Bauunternehmung, Stuttgart | Verfahren zum Spannen der Vorspannglieder an Spannbetonbauteilen | |
FR652225A (fr) * | 1928-04-05 | 1929-03-06 | Procédé de construction en ciment armé et nouveaux produits industriels qui en résultent | |
DE8417440U1 (de) * | 1984-06-08 | 1985-10-10 | Halfeneisen GmbH & Co KG, 4000 Düsseldorf | Konsole zum Verbinden einer auskragenden Platte mit einer Wand, Decke od. dgl. |
DE3634568A1 (de) * | 1986-01-20 | 1987-07-23 | Dennert Kg Veit | Spannelement zur verbindung von betonfertigteilen |
DE9318354U1 (de) * | 1993-11-18 | 1994-03-24 | Max Frank Gmbh & Co Kg, 94339 Leiblfing | Balkonanschluß |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1041214A2 (de) * | 1999-04-01 | 2000-10-04 | Richard Prof. Dr.-Ing. Rojek | Bewehrungsvorrichtung |
EP1041214A3 (de) * | 1999-04-01 | 2001-05-02 | Richard Prof. Dr.-Ing. Rojek | Bewehrungsvorrichtung |
Also Published As
Publication number | Publication date |
---|---|
EP0826845B1 (de) | 2005-04-27 |
DE59710944D1 (de) | 2003-12-11 |
ATE294296T1 (de) | 2005-05-15 |
DE29615017U1 (de) | 1996-12-05 |
EP0826845A3 (de) | 1999-04-28 |
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