EP0434819A1 - Ancre de levage et de relevage notamment pour panneau de beton. - Google Patents
Ancre de levage et de relevage notamment pour panneau de beton.Info
- Publication number
- EP0434819A1 EP0434819A1 EP90911293A EP90911293A EP0434819A1 EP 0434819 A1 EP0434819 A1 EP 0434819A1 EP 90911293 A EP90911293 A EP 90911293A EP 90911293 A EP90911293 A EP 90911293A EP 0434819 A1 EP0434819 A1 EP 0434819A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rod
- anchor
- anchor according
- anchoring element
- lateral
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
Definitions
- the present invention relates to an anchor for hardenable materials and in particular for concrete, introduced into a t -mold before casting of the materials, and intended in particular, but not exclusively, for handling thin panels of reinforced concrete, such as those which are used in prefabricated constructions.
- Such anchors are well known, one of the two ends of a rod, allowing a mechanical connection with the hook of a lifting machine while the rest of the anchor designated in the technique by rod, for the longitudinal part, and foot, for the other end, is integrated in the material
- An anchor of a first known type comprises a generally cylindrical end, from which extends an equally cylindrical rod ending in a foot of diameter
- the known anchors allow the panels to be lifted under suitable conditions when the lifting force is exerted in the longitudinal direction of the anchor.
- the force applied to the panel is no longer, in this direction, it happens that it bends, which deteriorates the concrete, still partly fresh, when the thickness of the concrete above the anchor is insufficient.
- DD - A - 96 095 relates to a part enabling rapid fixing to be carried out inside a socket embedded in the concrete having a foot and a projection situated at half the height of the rod, the fixing being carried out by turning the piece half a turn.
- EP - A - 0 211 256 plans to fix in a flat anchor a foot perpendicular to the direction of the rod. These documents are only intended to improve the quality of the anchorage in the lifting direction.
- AT - B - 183 553 relates to a socket, which is attached to a reinforcing iron, intended to be integrated into a thin panel.
- the solution proposed in this document consists in greatly expanding the bush in a plane perpendicular to the lifting direction.
- the object of the present invention is to provide an anchor enabling lateral forces to be applied to the panel.
- the present invention can be applied to all anchors of known type, with cylindrical, hollow or solid rod, or flat and with any head and foot. It allows, in general, to increase the tensile strength of anchors by a better distribution of forces in a larger mass of concrete, to eliminate local overloads.
- lifting and lifting anchor in particular reinforced concrete panel, comprising an end 3 capable of cooperating with a lifting device and a rod 2 extending in a longitudinal direction from the end 3, characterized in that, at least one lateral anchoring element 5, 5a projects from the rod 2, its axis being in the plane of the lifting direction.
- the anchor While in known anchorages, the anchor was designed to resist the application of a unidirectional force exerted in the longitudinal direction thereof, the anchor according to the invention has increased resistance, in a transverse direction, perpendicular to the longitudinal direction anchor.
- the lateral anchoring elements increase; the rigidity of the rod in transverse direction.
- the lateral anchoring element constitutes a protuberance on the rod possibly allowing the contact points of the reinforcement bars to be moved away from the median plane of the panel, that is to say outside the longitudinal direction of the anchor, when a link with the irons is desirable.
- Figures 2, and 2a an explanatory diagram of a first embodiment, Figure 2 being a vertical section and Fig.2a being a top view showing the limit of the anchor cone;
- FIG. 11 and 11a an embodiment of a flat anchor with an elongated lateral anchoring foot
- Figures 12 and 12a a cylindrical rod anchor with symmetrical lateral anchoring element, Figure 12a being a section along the line XII-XII of Figure 12;
- FIG. 13 another embodiment of a flat anchor
- FIG. 14 to 14 b respectively in front view, in section and in rear view, a lateral anchoring part intended to be attached to a socket anchor or to an anchor with cylindrical rod;
- FIGS. 15 and 15a two views of an anchoring element 5 intended to be attached to a flat anchor.
- the feet of the anchor have not been shown since, as indicated above, they can be any.
- FIG. 1 represents a thick panel for which the user has prohibited that anchor points are provided in the upper face. In this case, the lifting must be carried out at
- FIG. la Another example of application of the invention is shown in Figure la. In this case, it is a question of raising a thin panel, that is to say of passing it from the horizontal position shown, to the vertical position, by pivoting through 90 °, by applying to the anchors a force F2. Again, if the thickness "1" of the concrete above the anchor is insufficient, the anchor will warp and injure the concrete.
- the panels are also subjected to lateral forces when, suspended from a lifting device, they are affected by the wind.
- the present invention makes it possible to reinforce the anchors and to transport panels, when the thickness "1" is insufficient with traditional anchors. For this, the resistance of each anchor is increased in the plane "P" of Fig.l, in which the forces FI and F2 are applied, whatever the angle existing between the longitudinal direction of the anchor and the direction of external force.
- FIG. 2.2a A first embodiment of the invention is shown in Figures 2.2a.
- the anchor has a head 3 and a cylindrical rod 2, the anchoring foot (not shown) being any.
- a lateral foot 5 is arranged parallel to the rod 2 of the anchor.
- the lateral foot determines a tearing cone 7 the limits of which are drawn in dotted lines.
- the periphery of the cone 7 appears more clearly in FIG. 2a. It has a circular shape.
- the lateral insert or foot 5 is arranged as close as possible to the head 3.
- the lateral insert 5 since the lateral insert 5 is close to the head 3, the rupture cone is cut by the line 8 (as shown in FIG. 2a), constituting the edge of the panel, so that the resistance of the cone, which is proportional to the volume thereof, is relatively small.
- the anchoring element 5 may have an axis of symmetry inclined relative to the panel. As shown in Figure 3a, the periphery of the cone 7 takes an elliptical shape. Its volume is much greater and therefore the resistance is also greater.
- the lateral anchoring element was constituted by a cylindrical-conical piece.
- FIG. 4 is a vertical section of the upper end of an anchor with head 3 and rod 2, generally cylindrical in shape.
- the thickness of the rod 2 is increased in the direction of application of the lateral force in the reservation 6, but it remains constant in the perpendicular direction.
- the rigidity of the rod 2 is thus increased, and it is possible to tilt the panels from the horizontal position to the vertical position from which the anchor normally works.
- the rigidity of the anchor rod was thus increased transversely without there being a noticeable reduction in the thickness of the concrete.
- Figures 5 and 5a show an anchor with a cylindrical rod 2 and a cylindrical head 3 having a protrusion 5a and, opposite the latter relative to the rod, a lateral anchoring element 5.
- a reinforcing iron 4 comes to bear on the protrusion 5a as will be described later and the lateral insert 5 determines a taper cone 7.
- An anchor such as that which is represented in FIGS. 5 and 5a, can work simultaneously with compression by the part 5 and in adhesion by the passage of an iron 4 on the protrusion or bulge 5a.
- Figures 6, 6a, 7 and 8 show another embodiment with an anchor with a flat or cylindrical rod 2 with a cylindrical head 3 and a longitudinal protuberance 5a.
- This protuberance can receive reinforcing bars 4, either inside one or more holes 11 provided in the protuberance 5a (FIG. 7), or inside the grooves 12 formed in said protuberance 5a (FIG. 8).
- Le ⁇ Figures 9 and 9a show an anchor with a flat rod 2 in front view and in view from above, the head 3 of which has an orifice allowing a lifting ring to pass. Lateral to the longitudinal direction of the plate 2 is formed or attached a cylindrical anchoring part 5 in the form of a disc. As before, this part works under compression and the end of the rod 2 (not shown) can be arbitrary and, for example, with a carp tail.
- Figures 10, 10a, and 10b show an anchor with threaded sleeve 13 with lateral anchoring elements 5. Inside the anchor can be fixed by screwing a handling part (not shown). As shown in Figure 10a, the side elements 5 protrude on either side of the sleeve 13. They can be fixed at any location along the length of the sleeve.
- FIGS. 11 and 11 a also represent a flat anchor whose lateral anchoring element 5 extends over substantially the entire length of the anchor. And it is thus possible to handle the panels, in which the anchor is included, in a direction perpendicular to the longitudinal direction of the anchor.
- the lateral anchoring elements are integrated into the anchor during manufacture. That is to say that the anchor can work in its longitudinal direction, like traditional anchors, but also in a direction perpendicular to this direction, in the plane of application of the lifting force.
- anchors and their lateral anchoring elements must imperatively be properly positioned inside the mold in order to be able to resist lateral forces.
- a structure symmetrical lateral anchoring elements such as those shown in Figures 12 and 13.
- the rod 2 also has lateral protuberances 14 on which two parts 15 are formed, the part 15 having grooves 12 for passage of the reinforcement bars.
- This part can be obtained directly by forging.
- the head 3 is cylindrical, but it can be flat or constituted by a threaded bush.
- Fig. 13 shows, in perspective, an anchor with a flat rod on the faces of which project, on either side of the rod, lateral anchoring elements extending over a large part of the length of the rod 2.
- the wings 5 protrude from the rod, substantially in the median plane of the latter whereas, in the previous examples, the anchoring elements extended from an edge of the anchor.
- Ports 11 are advantageously provided which cross the rod 2 perpendicularly.
- reinforcement bars can be inserted in the orifices 11.
- Such an anchor like that of FIG. 12, has the advantage of being able to handle the panels in two opposite directions with respect to the longitudinal direction of the anchor and, in particular, allow to completely turn over a panel.
- the anchors are in one piece. It is also possible to implement the invention using attached parts which can be joined to the conventional anchors by friction, welding, brazing, etc.
- the part 16 shown in Figures 14, 14a and 14b is more particularly designed to be slid over a socket anchor. It has a sliding central hole 17 on the rod of an anchor and grooves 12 for holding reinforcement bars, the feet 5 constitute lateral anchoring elements which makes it possible to use such an anchor in compression, that is to say without connection with the frames.
- Figures 15 and 15a show a part 20 that can be attached to an anchor with a flat rod from which it can be secured by any means. It is in the form of a "U" or stirrup whose internal opening 18 is applied against the sides of the rod.
- the feet 19 of the part 20 are preferably inclined relative to the horizontal as in the embodiment of Figure 3, in order to increase the volume of the rupture cone.
- a groove 12 for securing a reinforcing iron (not shown).
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Reinforcement Elements For Buildings (AREA)
- Load-Engaging Elements For Cranes (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT90911293T ATE96195T1 (de) | 1989-07-17 | 1990-07-13 | Hebe- und aufrichtanker, insbesondere fuer betonplatten. |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8908767 | 1989-07-17 | ||
FR8908767A FR2649738B1 (fr) | 1989-07-17 | 1989-07-17 | Ancre notamment pour panneau de beton |
SG93094A SG93094G (en) | 1989-07-17 | 1994-07-12 | Lifting cramp, mainly for raising concrete slabs |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0434819A1 true EP0434819A1 (fr) | 1991-07-03 |
EP0434819B1 EP0434819B1 (fr) | 1993-10-20 |
Family
ID=26227442
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP90911293A Expired - Lifetime EP0434819B1 (fr) | 1989-07-17 | 1990-07-13 | Ancre de levage et de relevage notamment pour panneau de beton |
Country Status (13)
Country | Link |
---|---|
US (1) | US6233883B1 (fr) |
EP (1) | EP0434819B1 (fr) |
JP (1) | JPH04503385A (fr) |
AT (1) | ATE96195T1 (fr) |
AU (1) | AU635055B2 (fr) |
CA (1) | CA2035895C (fr) |
DE (1) | DE69004062T2 (fr) |
DK (1) | DK0434819T3 (fr) |
ES (1) | ES2047940T3 (fr) |
FR (1) | FR2649738B1 (fr) |
HK (1) | HK77794A (fr) |
SG (1) | SG93094G (fr) |
WO (1) | WO1991001423A1 (fr) |
Families Citing this family (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU641352B3 (en) * | 1993-04-08 | 1993-09-16 | Reid Construction Systems Pty Ltd | Edge lifting recess former and reinforcement system |
DE29509260U1 (de) * | 1995-06-06 | 1995-08-24 | Fixinox Gesellschaft zur Entwicklung rationeller Montage- und Befestigungssysteme mbH, 67346 Speyer | Transportelement |
US5596846A (en) * | 1995-10-13 | 1997-01-28 | The Burke Group | Lifting anchor for embedment in concrete members |
FR2749603B1 (fr) * | 1996-06-11 | 1999-11-26 | Arteon Marcel | Ancre de levage et de manutention |
US6325278B1 (en) * | 2000-01-12 | 2001-12-04 | Grant Prideco, L.P. | Concentric, insulated tubular conduits and method of assembly |
US7032354B2 (en) * | 2001-12-19 | 2006-04-25 | Universal Form Clamp Co., Inc. | Sandwich erection lift anchor with welding plate assembly |
US20030213206A1 (en) * | 2002-05-01 | 2003-11-20 | Universal Form Clamp Co., Inc. | Anchor for embedment in concrete members |
US6647674B1 (en) * | 2002-05-08 | 2003-11-18 | Dayton Superior Corporation | Erection anchor for concrete panel |
US20030208969A1 (en) * | 2002-05-10 | 2003-11-13 | Dayton Superior Corporation | Lift anchor for concrete panel |
US7366691B1 (en) | 2002-09-25 | 2008-04-29 | Trading Technologies International Inc. | Method and interface for presenting last traded quantity information |
US7111432B2 (en) | 2003-02-19 | 2006-09-26 | Universal Form Clamp Of Chicago, Inc. | Passthrough concrete anchor |
US20050055958A1 (en) * | 2003-08-27 | 2005-03-17 | Universal Form Clamp Co., Inc. | W foot anchor |
US20050044811A1 (en) * | 2003-08-27 | 2005-03-03 | Universal Form Clamp Co., Inc. | Ring lift anchor |
US7065925B2 (en) * | 2004-02-11 | 2006-06-27 | Universal Form Clamp Of Chicago, Inc. | Concrete anchor |
US20060248811A1 (en) * | 2005-05-04 | 2006-11-09 | Universal Form Clamp Co., Inc. | Anchor positioning assembly |
EP2097597B1 (fr) | 2006-12-22 | 2014-05-07 | Marcel Arteon | Ancre de manutention d'elements de construction notamment de panneau en beton |
EP2588679B1 (fr) * | 2009-07-17 | 2015-08-12 | Casne Verige Pty Ltd | Ancres de levage de beton |
US20130111829A1 (en) * | 2011-11-07 | 2013-05-09 | Oscar PEDRAZA | Pre-fabricated anchor block and rotatable anchor rod |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1975235A (en) * | 1932-06-22 | 1934-10-02 | Benedict Stone Products Compan | Building block |
AT183553B (de) * | 1954-07-28 | 1955-10-25 | Friedrich Ing Oestreicher | Befestigung von Steigeisen in dünnwandigen Baukörpern |
US2886370A (en) * | 1958-03-18 | 1959-05-12 | Oscar H Liebert | Re-usable hoisting insert for concrete slab |
DE1800807A1 (de) * | 1967-06-13 | 1970-09-24 | Haeussler Ernst | Vorrichtung zum Manipulieren von Betonfertigteilen |
DD96095A1 (fr) * | 1972-04-07 | 1973-03-12 | ||
DE2309877B2 (de) * | 1973-02-28 | 1976-08-12 | Mannesmann Leichtbau GmbH, 8000 München | Vorrichtung zum manipulieren von betonfertigteilen o.dgl. |
FR2307164A1 (fr) * | 1975-04-11 | 1976-11-05 | Arteon Marcel | Perfectionnements apportes aux douilles d'ancrage ou de fixation incorporees dans des elements moules ou coules, en particulier des murs ou cloisons |
US4087947A (en) * | 1976-09-15 | 1978-05-09 | Superior Concrete Accessories, Inc. | Edge-lifting system for a concrete slab |
GB1595533A (en) * | 1977-02-03 | 1981-08-12 | Fricker S | Anchor for the tilt-up and transport of prefabricated building components |
DE2704435C3 (de) * | 1977-02-03 | 1981-04-16 | Frimeda Metall- Und Drahtwarenfabrik Siegfried Fricker, 7135 Wiernsheim | Aufstell- und Transportanker für Betonfertigteilplatten |
AU3599778A (en) * | 1977-05-18 | 1979-11-15 | Scott K C | Lifting means for concrete modular dwelling units |
DE3329373C2 (de) * | 1983-08-13 | 1985-07-25 | Ernst Dr.-Ing. 4300 Essen Haeussler | Hilfsvorrichtung für die Manipulation eines Stahlbetonfertigteils mit Hilfe eines Hebezeuges sowie Verfahren zum Befestigen der Hilfsvorrichtung an der Stirnseite des Stahlbetonfertigteils |
CH668250A5 (de) * | 1984-11-30 | 1988-12-15 | Deha Ankersysteme | Vorrichtung zum anhaengen eines betonfertigteils an ein hebezeug. |
DE3526940A1 (de) * | 1985-07-27 | 1987-02-12 | Siegfried Fricker | Anker zum einbetonieren in schwere lasten |
DE3543195C2 (de) * | 1985-12-06 | 1995-04-20 | Prinzing Georg Gmbh Co Kg | Verankerungsbolzen für Betonteile sowie Verfahren und Vorrichtung zum Einbringen und Einbetonieren solcher Verankerungsbolzen |
FR2633959B1 (fr) * | 1988-07-11 | 1992-07-24 | Arteon Marcel | Piece d'ancrage, notamment pour beton |
-
1989
- 1989-07-17 FR FR8908767A patent/FR2649738B1/fr not_active Expired - Lifetime
-
1990
- 1990-07-13 AU AU60513/90A patent/AU635055B2/en not_active Expired
- 1990-07-13 CA CA002035895A patent/CA2035895C/fr not_active Expired - Fee Related
- 1990-07-13 ES ES90911293T patent/ES2047940T3/es not_active Expired - Lifetime
- 1990-07-13 AT AT90911293T patent/ATE96195T1/de not_active IP Right Cessation
- 1990-07-13 DE DE90911293T patent/DE69004062T2/de not_active Expired - Lifetime
- 1990-07-13 EP EP90911293A patent/EP0434819B1/fr not_active Expired - Lifetime
- 1990-07-13 WO PCT/FR1990/000529 patent/WO1991001423A1/fr active IP Right Grant
- 1990-07-13 DK DK90911293.0T patent/DK0434819T3/da active
- 1990-07-13 JP JP2510511A patent/JPH04503385A/ja active Pending
-
1991
- 1991-05-13 US US07/659,412 patent/US6233883B1/en not_active Expired - Fee Related
-
1994
- 1994-07-12 SG SG93094A patent/SG93094G/en unknown
- 1994-08-04 HK HK77794A patent/HK77794A/xx not_active IP Right Cessation
Non-Patent Citations (1)
Title |
---|
See references of WO9101423A1 * |
Also Published As
Publication number | Publication date |
---|---|
AU635055B2 (en) | 1993-03-11 |
EP0434819B1 (fr) | 1993-10-20 |
CA2035895C (fr) | 2001-10-23 |
WO1991001423A1 (fr) | 1991-02-07 |
DE69004062D1 (de) | 1993-11-25 |
FR2649738B1 (fr) | 1993-06-11 |
US6233883B1 (en) | 2001-05-22 |
HK77794A (en) | 1994-08-12 |
ATE96195T1 (de) | 1993-11-15 |
AU6051390A (en) | 1991-02-22 |
DE69004062T2 (de) | 1994-04-21 |
SG93094G (en) | 1994-10-28 |
JPH04503385A (ja) | 1992-06-18 |
DK0434819T3 (da) | 1994-03-07 |
ES2047940T3 (es) | 1994-03-01 |
CA2035895A1 (fr) | 1991-01-18 |
FR2649738A1 (fr) | 1991-01-18 |
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