EP0818592A1 - Système d'armature - Google Patents

Système d'armature Download PDF

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Publication number
EP0818592A1
EP0818592A1 EP97110613A EP97110613A EP0818592A1 EP 0818592 A1 EP0818592 A1 EP 0818592A1 EP 97110613 A EP97110613 A EP 97110613A EP 97110613 A EP97110613 A EP 97110613A EP 0818592 A1 EP0818592 A1 EP 0818592A1
Authority
EP
European Patent Office
Prior art keywords
reinforcement
fastening means
arrangement
elements
support arrangement
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.)
Withdrawn
Application number
EP97110613A
Other languages
German (de)
English (en)
Inventor
Richard Prof. Dr.-Ing. Rojek
André Dipl.-Ing. Eisenhofer
Wolfgang Dipl.-Ing. Schäffer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
EISENHOFER, ANDRE, DIPL.-ING.
Rojek Richard Prof Dr-Ing
SCHAEFFER, WOLFGANG, DIPL.-ING.
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=8026343&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0818592(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Publication of EP0818592A1 publication Critical patent/EP0818592A1/fr
Withdrawn legal-status Critical Current

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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

Definitions

  • the invention relates to a device for reinforcing reinforced concrete or Prestressed concrete structures, in particular for reinforcement on columns superimposed flat ceilings against punching, with preferably as Anchor bolts designed reinforcement elements, which by means of at least a carrier arrangement preferably arranged on the head side in groups are interconnected.
  • a device of this type is known from EP 0495 334 B1.
  • the anchor bolts with the associated Beam assembly welded. Because of this tight connection between the anchor bolt and the bracket assembly, it is not possible to position it to vary the anchor bolt along the support arrangement and accordingly the mutual distances between the anchor bolts change. This can lead to difficulties on the construction site.
  • the anchor bolt usually in assigned grid fields of a grid structure Bending reinforcement must be introduced. Depending on whether the longitudinal axis the beam arrangement with respect to the grid reinforcement diagonally or runs axially, there are different grid spacings. It exists hence the risk that the anchor bolts collide with bars.
  • FIG. 1 shows a reinforcement unit 1 of a punching shear reinforcement. This contains a group of several, arranged in a row one behind the other Reinforcement elements 2. These are for the purpose of securing the position a continuous support arrangement over the length of the reinforcement unit 1 3 added. For creating longer reinforcement arrangements can, as can be seen from FIG. 3, a plurality of reinforcement units 1 can be connected to each other.
  • the reinforcement elements 2 are here made of structural steel, with in Area of their ends, plate-shaped heads 4 provided, massive anchor bolts formed which are arranged with a standing axis and with their upper ends on the associated carrier arrangement 3 are suspended, so when installing on an assigned bending reinforcement be put on.
  • the carrier arrangement 3 is here as a ladder-shaped Welded construction with two parallel longitudinal bars 5 and these connecting cross bars 6 formed.
  • a built carrier arrangement here, of course, could also be one Preformed rail of the type used in FIGS. 4 and 5 Find.
  • the longitudinal and transverse spars 5,6 are shown Example from round bar material. Of course, others could too Cross-sectional shapes, such as angles, etc. may be provided.
  • the position of the reinforcement elements 2 in the longitudinal direction of the support arrangement 3 to be able to vary, in particular to the mutual distances to be able to vary the reinforcement elements 2 are Reinforcement elements 2 by detachable, in the released state fastening means which can be displaced in the longitudinal direction relative to the carrier arrangement 3 7 connectable to the carrier arrangement 3.
  • the fasteners 7 as clamping members formed between the parallel longitudinal bars 5 of the support arrangement 3 can be snapped into place.
  • the fasteners designated as a whole with 7 exist here, as on can best be seen from FIG. 2, in each case from two sleeve-shaped, nested housing parts 8, 9, which by means of a between them inserted compression spring 10 with its ends on each other facing bottoms of the two sleeve-shaped housing parts 8.9 is supported, are telescopic.
  • the one from the other opposite ends of the two housing parts 8,9 practically form the compression spring 10 expandable clamping jaws, which by clamping action, So non-positively, on the longitudinal spars 5 against shifting in Longitudinal beam direction can be determined.
  • the housing parts 8, 9 which can be moved apart by means of the compression spring 10 are initially blocked when pushed together.
  • An in FIG. 2, split pin 11 indicated by broken lines Find the use of through-aligned through recesses the housing parts 8.9 can be pushed through.
  • the two sleeve-shaped Housing parts 8.9 can engage in each other so far that the distance between their ends facing away from each other is smaller than the clear one Distance of the longitudinal spars 5 of the support assembly 3 is, so that the Fasteners can be inserted between the longitudinal bars 5.
  • the two housing parts 8, 9 are opposed the spreading force of the compression spring 8 by means of a clamping tool 12 held. As can be seen in FIG.
  • this can be designed as a pair of pliers tips insertable into assigned recesses in the housing parts 8, 9 is provided.
  • the two housing parts 8, 9 are the best FIG. 3 can be seen, with bores 13 spaced apart from one another Mistake.
  • the outer one, which acts as the cylinder of the telescope assembly Housing part 8 also has a bore 13 of the inner, as a piston the elongated hole assigned to the telescopic arrangement of the housing part 9 14, through which the mutual achievable by means of the clamping tool 12 Movement of the housing parts 8.9 is limited.
  • the fastener 7 forming telescope assemblies gently in Bring system to the longitudinal bars 5 of the support assembly 3, whereby fixation by clamping action.
  • the carrier arrangements 3 arranged one behind the other are, as from FIG 3 can be seen, arranged so that the closed 15 formed by the sheet End of a support assembly 3 in the through the V-shaped opposed rod ends 16 formed open ends of the engages another carrier arrangement 3.
  • they are arranged one behind the other Reinforcement units 1 arranged practically coplanar. But it would be too an angled arrangement is easily conceivable. The limit will formed by the spreading angle of the rod ends 16.
  • FIGS. 4 and 5 formation takes place a carrier arrangement 3a, as already mentioned above, a profiled rail section Use.
  • the example shown is a rolled, C-shaped steel rail in cross section. This lies with its web 18 on the heads 4 of the associated reinforcement elements 2, which the Reinforcement elements according to Figures 1 to 3 correspond.
  • the web 18 is as can best be seen from FIG. 5, by side flanges 19 flanked, so that there is an upwardly open channel.
  • the flanges 19 can follow at their upper ends to form a narrow window be angled inside.
  • the web 18 is, as shown in Figure 4, in the form of a Row arranged through recesses 20 provided. It can are a row of holes.
  • fastening screws 7a are provided here. This are, as can be seen from Figure 5, with their head 21 on the web 18 and can with their through a through hole 20 Threaded shaft 22 in an associated threaded hole of the reinforcement element to be held 2 can be screwed in.
  • Threaded shaft 22 in an associated threaded hole of the reinforcement element to be held 2 can be screwed in.
  • the reinforcement elements 2 can the screws mentioned in the case of a row of holes be implemented from hole to hole. In the case of a row of slots the screws in the loosened state within the slot length be moved. If this is not sufficient, one can also Conversion from slot to slot is done.
  • FIG. 6 shows an example of a shear reinforcement arrangement, such as for bridging the butt joint can be used between two adjacent plates.
  • the provided for receiving the reinforcement elements 25 support arrangement 26 can be one of the carrier arrangement according to FIGS. 1 to 3 Have structure.
  • the reinforcement elements 25 run transversely to this the longitudinal spars 27 of the ladder-shaped carrier arrangement 26.
  • the reinforcement elements 25 are also here in the longitudinal direction Carrier assembly 26 is displaceable.
  • fastening means 28 are on the carrier arrangement 26 provided that allow such a change in position.
  • the Fastening means 28 are designed here as double clamps. Own them in each case a two-armed spring clamp which can be latched onto a longitudinal beam 27 29 and a lockable on the associated reinforcement element 25, two-armed spring clamp 30.
  • the two spring clamps 29, 30 are in shown example rotated by 90 ° to each other.
  • Each Reinforcement element 25 are assigned two fastening means 28 here snapped onto the two longitudinal spars 27 of the carrier arrangement 26 will.
  • the reinforcement element 25 is connected to the associated spring clips 30 also just snapped into place. It is therefore through towards it Movable axis.
  • the present double terminal training of Fasteners accordingly allow the reinforcement elements to be moved 25 not only in the longitudinal direction of the carrier arrangement 26, but also transversely to it in the direction of the axis of the reinforcement elements 25th
  • carrier arrangement 3 or 26 does not allow only a separate production of the individual parts, but also one separate transport and storage.
  • the assembly can done on site. But it is also possible to have one at the factory To carry out pre-assembly, so that only the position on the construction site the reinforcement elements 2 and 25 must be corrected. To do this simply loosened or disengaged the fasteners and slips.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
EP97110613A 1996-07-11 1997-06-28 Système d'armature Withdrawn EP0818592A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29612053U 1996-07-11
DE29612053U DE29612053U1 (de) 1996-07-11 1996-07-11 Bewehrungsvorrichtung

Publications (1)

Publication Number Publication Date
EP0818592A1 true EP0818592A1 (fr) 1998-01-14

Family

ID=8026343

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97110613A Withdrawn EP0818592A1 (fr) 1996-07-11 1997-06-28 Système d'armature

Country Status (2)

Country Link
EP (1) EP0818592A1 (fr)
DE (1) DE29612053U1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH696204A5 (de) * 2003-02-10 2007-02-15 Ankaba Ag Vorrichtung zur Schubbewehrung.

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999005374A1 (fr) * 1997-07-26 1999-02-04 Deha Ankersysteme Gmbh & Co. Kg Listel a goujons pour armatures relevees
DE19756358A1 (de) * 1997-12-18 1999-07-01 Deha Ankersysteme Schubbewehrung für Flachdecken und Dübelleiste hierfür
DE19813565A1 (de) * 1998-03-27 1999-09-30 Schoeck Bauteile Gmbh Bauelement zur Schubbewehrung
DE29805713U1 (de) 1998-03-28 1998-08-20 Rojek, Richard, Prof. Dr.-Ing., 86316 Friedberg Vorrichtung zur verschieblichen Anordnung von Bauelementen

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB236976A (fr) * 1900-01-01
FR332797A (fr) * 1902-06-13 1903-11-06 Fritz Pohlmann Système de poutre en ciment armé
GB191322387A (en) * 1913-10-04 1914-02-12 Osborne Ernest Wilson Improvements in the Application of Adjustable Bonding Stirrups and Tie Bars for use in Reinforced Concrete Structures.
US1954819A (en) * 1929-02-11 1934-04-17 Klein Samuel Stirrup construction
US2082960A (en) * 1936-06-01 1937-06-08 Arthur M Kinninger Column reenforcement girdle
DE954551C (de) * 1953-09-05 1956-12-20 Wilhelm Dinsing Abstandhalter und Verbinder fuer Stahlbeton-Bewehrungsstaebe
WO1993012305A1 (fr) * 1991-12-09 1993-06-24 Deha Ankersysteme Gmbh & Co. Kg Ancrage d'armature a support pour le ferraillage releve de dalles ou poutres en beton arme
EP0744508A1 (fr) * 1995-05-11 1996-11-27 HALFEN GmbH & CO. Kommanditgesellschaft Dispositif pour former une armature de cisaillement pour dalles plates

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB236976A (fr) * 1900-01-01
FR332797A (fr) * 1902-06-13 1903-11-06 Fritz Pohlmann Système de poutre en ciment armé
GB191322387A (en) * 1913-10-04 1914-02-12 Osborne Ernest Wilson Improvements in the Application of Adjustable Bonding Stirrups and Tie Bars for use in Reinforced Concrete Structures.
US1954819A (en) * 1929-02-11 1934-04-17 Klein Samuel Stirrup construction
US2082960A (en) * 1936-06-01 1937-06-08 Arthur M Kinninger Column reenforcement girdle
DE954551C (de) * 1953-09-05 1956-12-20 Wilhelm Dinsing Abstandhalter und Verbinder fuer Stahlbeton-Bewehrungsstaebe
WO1993012305A1 (fr) * 1991-12-09 1993-06-24 Deha Ankersysteme Gmbh & Co. Kg Ancrage d'armature a support pour le ferraillage releve de dalles ou poutres en beton arme
EP0744508A1 (fr) * 1995-05-11 1996-11-27 HALFEN GmbH & CO. Kommanditgesellschaft Dispositif pour former une armature de cisaillement pour dalles plates

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH696204A5 (de) * 2003-02-10 2007-02-15 Ankaba Ag Vorrichtung zur Schubbewehrung.

Also Published As

Publication number Publication date
DE29612053U1 (de) 1996-10-31

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