EP1234923A1 - Quick coupling device for reinforcing bars to a cast-in-dowel - Google Patents
Quick coupling device for reinforcing bars to a cast-in-dowel Download PDFInfo
- Publication number
- EP1234923A1 EP1234923A1 EP02405092A EP02405092A EP1234923A1 EP 1234923 A1 EP1234923 A1 EP 1234923A1 EP 02405092 A EP02405092 A EP 02405092A EP 02405092 A EP02405092 A EP 02405092A EP 1234923 A1 EP1234923 A1 EP 1234923A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- bend
- dowel
- angle
- quick connector
- turning
- 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
- 230000003014 reinforcing effect Effects 0.000 title claims description 15
- 230000008878 coupling Effects 0.000 title 1
- 238000010168 coupling process Methods 0.000 title 1
- 238000005859 coupling reaction Methods 0.000 title 1
- 239000002184 metal Substances 0.000 claims abstract description 3
- 229910052751 metal Inorganic materials 0.000 claims abstract description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 25
- 229910052742 iron Inorganic materials 0.000 claims description 12
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 238000005266 casting Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 235000000396 iron Nutrition 0.000 description 1
- 239000004570 mortar (masonry) Substances 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
- 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
- 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
-
- 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
- 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
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
- E04C5/167—Connection by means of clips or other resilient elements
-
- 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
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/71—Rod side to plate or side
- Y10T403/7176—Resilient clip
Definitions
- the invention relates to a quick connector for the end fastening of a continuous reinforcement iron on a vertically oriented cast-in dowel radial expansion at the end.
- Socket anchors are used as interlayer connectors with one, preferably with Reaction resin mortar fastened in a blind hole in the old concrete, fastening part and Embedding part later embeddable in new concrete.
- the end of the cast-in dowels has radial widenings, for example conical widenings a piece of pipe designed as a pouring dowel.
- US3163266 is used as a quick connector for one-handed installation of two vertically a resilient wire bracket that is oriented towards each other and consistently of light profiles used, which has a primary turning bend of 150 ° in the middle and its legs each have a secondary turn of 180 ° perpendicular to it.
- the Secondary turning bends serve as a form-fitting hook for one Light profile, which are angled at 90 ° in the height of the light profile together with a slightly cranked primary turning bend as a clip-on hook trained, which engages behind the width of the light profile.
- US4388791 is a quick connector for one-handed installation of two vertically a resilient wire bracket that is oriented towards each other and in each case continuous reinforcing iron used, which has a primary turning bend of 180 ° in the middle and its parallel running legs each have a secondary turning bend of 120 ° perpendicular thereto have, which can be clipped over the reinforcing iron and this perpendicular to the other reinforcing bars fixed with a positive fit.
- An end fixation is only conditionally possible.
- the task is to implement a detachable quick connector for the end Fastening of a continuous reinforcing iron to a casting anchor.
- Another Aspect consists of a variant that can be assembled with one hand.
- the wire bracket designed as a quick connector consists of a bent piece of wire made of at least partially resilient metal between 2 and 8 mm diameter, the wire bracket with respect to one, for one-sided reception of the Molded dowels, half length with a radius greater than or equal to not radially widened diameter of an associated cast-in dowel, Primary turning between 90 ° and 180 ° with mirror symmetry to the bisector Is designed flat legs, each leg one, for one-sided Recording an associated reinforcing iron trained, substantially perpendicular for the primary turning bend, the secondary turning bend is between 90 ° and 360 °, with a radius greater than or equal to the diameter of the reinforcing iron and in each case one end, bent essentially perpendicular to the primary turning bend, in Angle between 30 ° and 90 ° angled, clip-on hook is formed, which in the radially outer end region of the radial expansion at the end of the casting anchor is designed to be non-positive.
- the pouring dowel is in the non-radially expanded part of the primary turn of the Wire bracket can be gripped radially on one side.
- the clip-in hooks of the legs spring into the radial expansion at the end detachable. Due to the radial expansion of the casting anchor clip-in hook of each leg and that, the not radially expanded part of the
- the wire bracket is a three-point primary turning bend securely fixed at the end of the cast-in dowel. Between the radial this is the expanded part of the cast-in dowel and the two secondary turning bends continuous reinforcing bars securely fixed with a positive fit.
- the secondary turning bend is advantageously between 90 ° and 180 °, as a result of which continuous reinforcing irons can be inserted radially on one side.
- the tertiary turn parallel to the primary turn is advantageous, further advantageous in Direction to the plane of symmetry, curved, whereby the reinforcing iron per leg additionally abuts the tertiary leg and the wire bracket is compact.
- the wire bracket 1 designed as a quick connector consists of a bent wire piece of diameter D and length L.
- Each leg 5, 5 ' is one end, perpendicular to the primary turning bend 3 and perpendicular to Secondary turning bend 6, 6 'bent, at an angle of 90 ° in the direction of Angle bisecting plane 4 angled, clipped hook 8, 8 'formed, which non-positively in a radially outer end region 9 of a conical end radial expansion 10 of the dowel 2 is compressed.
- Each leg 5, 5 ' is the end, perpendicular to the primary turning bend 3 and parallel to the secondary turning bend 6, 6 'curved, clip-in hook 8, 8' formed at an angle of 60 °, which is non-positive in the radially outer end region 9 of the conical end radial expansion 10 of the dowel 2 is compressed.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
- Clamps And Clips (AREA)
Abstract
Description
Die Erfindung bezeichnet einen Schnellverbinder zur endseitigen Befestigung eines durchgängigen Armierungseisens an einem dazu senkrecht orientierten Eingussdübel mit endseitiger radialer Aufweitung.The invention relates to a quick connector for the end fastening of a continuous reinforcement iron on a vertically oriented cast-in dowel radial expansion at the end.
Eingussdübel sind als Zwischenschichtverbinder mit einem, vorzugsweise mit Reaktionsharzmörtel in einem Sackloch im Altbeton befestigten, Befestigungsteil und einem, später in Neubeton einbettbaren, Einbettungsteil ausgeführt. Zur Aufnahme von Zugkräften weisen die Eingussdübel endseitig radiale Aufweitungen auf, bspw. konische Aufweitungen eines als Eingussdübel ausgeführten Rohrstücks.Socket anchors are used as interlayer connectors with one, preferably with Reaction resin mortar fastened in a blind hole in the old concrete, fastening part and Embedding part later embeddable in new concrete. For absorbing tensile forces the end of the cast-in dowels has radial widenings, for example conical widenings a piece of pipe designed as a pouring dowel.
Nach der US3163266 wird als Schnellverbinder zur einhändigen Montage zweier senkrecht zueinander orientierter, jeweils durchgängiger Leichtprofile ein federnder Drahtbügel verwendet, welcher mittig eine Primärwendebiegung von 150° aufweist und deren Schenkel jeweils eine dazu senkrechte Sekundärwendebiegung von 180° aufweisen. Die Sekundärwendebiegung dient jeweils als formschlüssig hintergreifender Haken für ein Leichtprofil, die in der Höhe des Leichtprofils um 90° abgewinkelten Schenkel sind zusammen mit einer leicht gekröpften Primärwendebiegung als einklipbarer Haken ausgebildet, welcher die Breite des Leichtprofils hintergreift.According to US3163266 is used as a quick connector for one-handed installation of two vertically a resilient wire bracket that is oriented towards each other and consistently of light profiles used, which has a primary turning bend of 150 ° in the middle and its legs each have a secondary turn of 180 ° perpendicular to it. The Secondary turning bends serve as a form-fitting hook for one Light profile, which are angled at 90 ° in the height of the light profile together with a slightly cranked primary turning bend as a clip-on hook trained, which engages behind the width of the light profile.
Nach der US4388791 wird als Schnellverbinder zur einhändigen Montage zweier senkrecht zueinander orientierter, jeweils durchgängiger Armierungseisen ein federnder Drahtbügel verwendet, welcher mittig eine Primärwendebiegung von 180° aufweist und deren parallel verlaufende Schenkel jeweils eine dazu senkrechte Sekundärwendebiegung von 120° aufweisen, die über das Armierungseisen einklipbar ist und dieses senkrecht an dem anderen Armierungseisen kraftformschlüssig fixiert. Eine endseitige Fixierung ist damit nur bedingt möglich.According to US4388791 is a quick connector for one-handed installation of two vertically a resilient wire bracket that is oriented towards each other and in each case continuous reinforcing iron used, which has a primary turning bend of 180 ° in the middle and its parallel running legs each have a secondary turning bend of 120 ° perpendicular thereto have, which can be clipped over the reinforcing iron and this perpendicular to the other reinforcing bars fixed with a positive fit. An end fixation is only conditionally possible.
Die Aufgabe besteht in der Realisierung eines lösbaren Schnellverbinders für die endseitige Befestigung eines durchgängigen Armierungseisens an einem Eingussdübel. Ein weiterer Aspekt besteht in einer einhändig montierbaren Variante. The task is to implement a detachable quick connector for the end Fastening of a continuous reinforcing iron to a casting anchor. Another Aspect consists of a variant that can be assembled with one hand.
Die Aufgabe wird im wesentlichen durch die Merkmale der unabhängigen Ansprüche gelöst. Vorteilhafte Weiterbildungen ergeben sich aus den Unteransprüchen.The task is essentially solved by the features of the independent claims. Advantageous further developments result from the subclaims.
Im wesentlichen besteht der als Schnellverbinder ausgebildete Drahtbügel aus einem gebogenen Drahtstück aus zumindest teilweise federelastischem Metall zwischen 2 und 8 mm Durchmesser, wobei der Drahtbügel bezüglich einer, zur einseitigen Aufnahme des Eingussdübels ausgebildeten, bei halber Länge mit einem Radius grösser oder gleich dem nicht radial aufgeweiteten Durchmesser eines zugeordneten Eingussdübels ausgebildeten, Primärwendebiegung zwischen 90° und 180° mit spiegelsymmetrisch zur winkelhalbierenden Ebene ausgeführten Schenkeln ausgebildet ist, wobei jeder Schenkel eine, zur einseitigen Aufnahme eines zugeordneten Armierungseisens ausgebildete, im wesentlichen senkrecht zur Primärwendebiegung gebogene Sekundärwendebiegung zwischen 90° und 360°, mit einem Radius grösser oder gleich dem Durchmesser des Armierungseisens ausbildet und jeweils endseitig ein, im wesentlichen senkrecht zur Primärwendebiegung gebogener, im Winkel zwischen 30° und 90° abgewinkelter, einklipbarer Haken angeformt ist, welcher in den radial äusseren Stirnbereich der endseitigen radialen Aufweitung des Eingussdübels kraftformschlüssig einfedernd ausgebildet ist.Essentially, the wire bracket designed as a quick connector consists of a bent piece of wire made of at least partially resilient metal between 2 and 8 mm diameter, the wire bracket with respect to one, for one-sided reception of the Molded dowels, half length with a radius greater than or equal to not radially widened diameter of an associated cast-in dowel, Primary turning between 90 ° and 180 ° with mirror symmetry to the bisector Is designed flat legs, each leg one, for one-sided Recording an associated reinforcing iron trained, substantially perpendicular for the primary turning bend, the secondary turning bend is between 90 ° and 360 °, with a radius greater than or equal to the diameter of the reinforcing iron and in each case one end, bent essentially perpendicular to the primary turning bend, in Angle between 30 ° and 90 ° angled, clip-on hook is formed, which in the radially outer end region of the radial expansion at the end of the casting anchor is designed to be non-positive.
Der Eingussdübel ist im nicht radial aufgeweiteten Teil von der Primärwendebiegung des Drahtbügels einseitig radial umgreifbar. Mit einer bezüglich des Eingussdübels endseitigen Deformation der Schenkel des mit der Primärwendebiegung am Eingussdübel festgelegten Drahtbügels federn die einklipbaren Haken der Schenkel in die endseitige radiale Aufweitung des Eingussdübels lösbar ein. Durch den in die radiale Aufweitung des Eingussdübels einklipbaren Haken jedes Schenkels und die, den nicht radial aufgeweiteten Teil des Eingussdübels einseitig umfassende Primärwendebiegung ist der Drahtbügel in drei Punkten endseitig am Eingussdübel kraftformschlüssig sicher festgelegt. Zwischen dem radial aufgeweiteten Teil des Eingussdübels und den beiden Sekundärwendebiegungen ist das durchgängige Armierungseisen kraftformschlüssig sicher festgelegt.The pouring dowel is in the non-radially expanded part of the primary turn of the Wire bracket can be gripped radially on one side. With one on the end with respect to the casting anchor Deformation of the legs of the fixed with the primary turning bend on the dowel The clip-in hooks of the legs spring into the radial expansion at the end detachable. Due to the radial expansion of the casting anchor clip-in hook of each leg and that, the not radially expanded part of the The wire bracket is a three-point primary turning bend securely fixed at the end of the cast-in dowel. Between the radial this is the expanded part of the cast-in dowel and the two secondary turning bends continuous reinforcing bars securely fixed with a positive fit.
Vorteilhaft beträgt die Sekundärwendebiegung zwischen 90° und 180°, wodurch das durchgängige Armierungseisen einseitig radial eingeführt werden kann.The secondary turning bend is advantageously between 90 ° and 180 °, as a result of which continuous reinforcing irons can be inserted radially on one side.
Vorteilhaft ist je Schenkel zwischen der Sekundärwendebiegung und dem einklipbaren Haken eine Tertiärwendebiegung zwischen 90° und 270° angeordnet, wodurch sich im eingeklipsten Zustand die Sekundärwendebiegung in einen Winkel grösser 180° deformiert, welche das durchgängige Armierungseisen beidseitig kraftformschlüssig in sich festlegt. It is advantageous per leg between the secondary turning and the clip-in Hook a tertiary turn between 90 ° and 270 ° arranged, which in the clipped in, the secondary turning bend deformed at an angle greater than 180 °, which fixes the continuous reinforcing iron on both sides.
Vorteilhaft ist die Tertiärwendebiegung parallel zur Primärwendebiegung, weiter vorteilhaft in Richtung zur Symmetrieebene, gekrümmt, wodurch das Armierungseisen je Schenkel zusätzlich am Tertiärschenkel anliegt und der Drahtbügel kompakt ausgebildet ist.The tertiary turn parallel to the primary turn is advantageous, further advantageous in Direction to the plane of symmetry, curved, whereby the reinforcing iron per leg additionally abuts the tertiary leg and the wire bracket is compact.
Vorteilhaft ist je Schenkel zwischen der Tertiärwendebiegung und dem einklipbaren Haken eine zur Sekundärwendebiegung parallele Quartärwendebiegung zwischen 90° und 180° angeordnet, welche zusätzlich zur Sekundärwendebiegung das Armierungseisen kraftformschlüssig festlegt.It is advantageous per leg between the tertiary bend and the clip-in hook a quaternary bend between 90 ° and 180 ° parallel to the secondary turning bend arranged, which in addition to the secondary turning bend the reinforcing iron fixed in a positive manner.
Die Erfindung wird bezüglich eines vorteilhaften Ausführungsbeispiels näher erläutert mit:
Nach Fig. 1 besteht der als Schnellverbinder ausgebildete Drahtbügel 1 aus einem
gebogenen Drahtstück des Durchmessers D und der Länge L. Der Drahtbügel 1 nimmt
einseitig einen Eingussdübel 2 mit einem nicht radial aufgeweiteten Durchmesser E über
eine, mit einem Radius P geringfügig grössere, Primärwendebiegung 3 mit α = 120° bei
halber Länge L auf. Die Primärwendebiegung 3 des Drahtbügels 1 formt zwei
spiegelsymmetrisch zur winkelhalbierenden Ebene 4 ausgeführte Schenkel 5, 5' aus, welche
je eine, senkrecht zur Primärwendebiegung 3 gebogene und entgegen der endseitigen
Richtung des Eingussdübels 2 orientierten, Sekundärwendebiegung 6, 6' mit β = 300°
ausbildet, die einen Radius S geringfügig grösser dem Durchmesser A eines senkrecht dem
Eingussdübel 2 zugeordneten Armierungseisens 7 ausbildet. Je Schenkel 5, 5' ist jeweils
endseitig ein, senkrecht zur Primärwendebiegung 3 und senkrecht zur
Sekundärwendebiegung 6, 6' gebogener, im Winkel von 90° in Richtung der
winkelhalbierenden Ebene 4 abgewinkelter, einklipbarer Haken 8, 8' angeformt, welcher
kraftformschlüssig in einen radial äusseren Stirnbereich 9 einer konischen, endseitigen
radialen Aufweitung 10 des Eingussdübels 2 eingefedert ist.1, the wire bracket 1 designed as a quick connector consists of a
bent wire piece of diameter D and length L. The wire bracket 1 takes
one side with a cast-in
Nach Fig. 2 bildet eine Variante des Schnellverbinders je Schenkel 5, 5' eine, senkrecht zur
Primärwendebiegung 3 gebogene und in endseitiger Richtung des Eingussdübels 2
orientierte, Sekundärwendebiegung 6, 6' mit β = 120° aus. Je Schenkel 5, 5' ist jeweils
endseitig der, senkrecht zur Primärwendebiegung 3 und parallel zur Sekundärwendebiegung
6, 6' gebogener, im Winkel von 60° abgewinkelter, einklipbarer Haken 8, 8' angeformt,
welcher kraftformschlüssig in den radial äusseren Stirnbereich 9 der konischen, endseitigen
radialen Aufweitung 10 des Eingussdübels 2 eingefedert ist. 2, a variant of the quick connector per
Nach Fig. 3 bildet eine weitere Variante des Schnellverbinders je Schenkel 5, 5' zwischen
der, senkrecht zur Primärwendebiegung 3 gebogenen und entgegen der endseitigen
Richtung des Eingussdübels 2 orientierten, Sekundärwendebiegung 6, 6' mit β = 180° und
dem im Winkel von 90° abgewinkelten, einklipbaren Haken 8, 8' eine, jeweils parallel zur
Primärwendebiegung 3 und senkrecht zur Sekundärwendebiegung 6, 6' zur
winkelhalbierenden Ebene 4 hin gebogenen, Tertiärwendebiegung 11, 11' im Winkel γ=180°
aus. Je Schenkel 5, 5' ist zwischen der Tertiärwendebiegung 11, 11' und dem einklipbaren
Haken 8, 8' eine zur Sekundärwendebiegung 6, 6' parallele Quartärwendebiegung 12, 12' mit
dem Winkel δ=90° angeordnet.3, a further variant of the quick connector per
Claims (5)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10108231 | 2001-02-21 | ||
DE10108231A DE10108231A1 (en) | 2001-02-21 | 2001-02-21 | Quick connector for reinforcing iron on cast-in dowels |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1234923A1 true EP1234923A1 (en) | 2002-08-28 |
EP1234923B1 EP1234923B1 (en) | 2008-07-02 |
Family
ID=7674928
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02405092A Expired - Lifetime EP1234923B1 (en) | 2001-02-21 | 2002-02-08 | Quick coupling device for reinforcing bars to a cast-in-dowel |
Country Status (5)
Country | Link |
---|---|
US (1) | US6832458B2 (en) |
EP (1) | EP1234923B1 (en) |
JP (1) | JP4288035B2 (en) |
AT (1) | ATE399909T1 (en) |
DE (2) | DE10108231A1 (en) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20060248843A1 (en) * | 2005-05-09 | 2006-11-09 | Alvaro Zapata | Foundation rebar hangers |
US7314334B1 (en) * | 2006-08-03 | 2008-01-01 | Dayton Superior Corporation | Dowel bar assembly with snap fit side frames |
US20090199504A1 (en) * | 2008-02-07 | 2009-08-13 | Tomarco Contractor Specialties, Inc. | Support structure for use with metal beams |
US20100031607A1 (en) * | 2008-08-11 | 2010-02-11 | Oliva Michael G | Splice System for Fiber-Reinforced Polymer Rebars |
US8413396B2 (en) * | 2009-08-11 | 2013-04-09 | Wisconsin Alumni Research Foundation | Splice system for connecting rebars in concrete assemblies |
GB2504062A (en) * | 2012-06-12 | 2014-01-22 | Clifford Mark Burgin | Spiral device for catching and retaining a cable |
GB201505217D0 (en) * | 2015-03-26 | 2015-05-13 | Gripple Ltd | Gripping arrangement |
US9995035B1 (en) * | 2017-02-15 | 2018-06-12 | Columbia Insurance Company | Support for foundation strap |
US10301825B1 (en) | 2017-11-28 | 2019-05-28 | Jason G. Uncapher | Rebar holster system |
EP3748172A1 (en) | 2019-06-07 | 2020-12-09 | Hilti Aktiengesellschaft | Reinforcing method and suitable anchor clips |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3163266A (en) | 1961-01-23 | 1964-12-29 | United States Gypsum Co | Suspended ceiling construction and clip therefor |
FR2033467A5 (en) * | 1969-02-25 | 1970-12-04 | Matreno | |
GB1405083A (en) * | 1973-03-30 | 1975-09-03 | Harke A | Masonry plug |
US4000591A (en) * | 1975-08-04 | 1977-01-04 | Superior Concrete Accessories, Inc. | Holder adapted for supporting an anchor insert to be embedded in a concrete slab |
US4388791A (en) | 1980-04-28 | 1983-06-21 | Anderson Frank H | Rebar tie |
DE19813565A1 (en) * | 1998-03-27 | 1999-09-30 | Schoeck Bauteile Gmbh | Thrust reinforcement dowel, particularly for force transmission in the connecting area of supports to flat ceilings or floor plates |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1119123A (en) * | 1913-05-31 | 1914-12-01 | George R Schoenthaler | Support and tie for concrete-reinforcing bars. |
US1629485A (en) * | 1923-12-26 | 1927-05-24 | Cement Gun Company Inc | Holding clip for concrete reenforcement |
US1835806A (en) * | 1929-06-24 | 1931-12-08 | Olmsted | Chair and spacer for concrete reenforcements |
US4640063A (en) * | 1985-08-13 | 1987-02-03 | Henry Ayala | Reinforcing bar support clip |
US5242249A (en) * | 1991-08-12 | 1993-09-07 | Mmi Products | Pre-cast panel lifting insert |
US6019546A (en) * | 1998-08-31 | 2000-02-01 | Meadow-Burke Products | Support for load transfer device for concrete constructions |
-
2001
- 2001-02-21 DE DE10108231A patent/DE10108231A1/en not_active Withdrawn
-
2002
- 2002-02-08 AT AT02405092T patent/ATE399909T1/en active
- 2002-02-08 EP EP02405092A patent/EP1234923B1/en not_active Expired - Lifetime
- 2002-02-08 DE DE50212420T patent/DE50212420D1/en not_active Expired - Lifetime
- 2002-02-19 JP JP2002041231A patent/JP4288035B2/en not_active Expired - Fee Related
- 2002-02-20 US US10/079,787 patent/US6832458B2/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3163266A (en) | 1961-01-23 | 1964-12-29 | United States Gypsum Co | Suspended ceiling construction and clip therefor |
FR2033467A5 (en) * | 1969-02-25 | 1970-12-04 | Matreno | |
GB1405083A (en) * | 1973-03-30 | 1975-09-03 | Harke A | Masonry plug |
US4000591A (en) * | 1975-08-04 | 1977-01-04 | Superior Concrete Accessories, Inc. | Holder adapted for supporting an anchor insert to be embedded in a concrete slab |
US4388791A (en) | 1980-04-28 | 1983-06-21 | Anderson Frank H | Rebar tie |
DE19813565A1 (en) * | 1998-03-27 | 1999-09-30 | Schoeck Bauteile Gmbh | Thrust reinforcement dowel, particularly for force transmission in the connecting area of supports to flat ceilings or floor plates |
Also Published As
Publication number | Publication date |
---|---|
EP1234923B1 (en) | 2008-07-02 |
ATE399909T1 (en) | 2008-07-15 |
DE10108231A1 (en) | 2002-08-22 |
US20020112436A1 (en) | 2002-08-22 |
JP2002256625A (en) | 2002-09-11 |
DE50212420D1 (en) | 2008-08-14 |
US6832458B2 (en) | 2004-12-21 |
JP4288035B2 (en) | 2009-07-01 |
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