FR2551119A1 - REINFORCED CONCRETE BODY AND THEIR MANUFACTURING PROCESS - Google Patents
REINFORCED CONCRETE BODY AND THEIR MANUFACTURING PROCESS Download PDFInfo
- Publication number
- FR2551119A1 FR2551119A1 FR8313797A FR8313797A FR2551119A1 FR 2551119 A1 FR2551119 A1 FR 2551119A1 FR 8313797 A FR8313797 A FR 8313797A FR 8313797 A FR8313797 A FR 8313797A FR 2551119 A1 FR2551119 A1 FR 2551119A1
- Authority
- FR
- France
- Prior art keywords
- reinforced concrete
- concrete body
- connecting member
- connection
- plate
- 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.)
- Pending
Links
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 46
- 238000004519 manufacturing process Methods 0.000 title claims description 13
- 238000010276 construction Methods 0.000 claims abstract description 17
- 230000003068 static effect Effects 0.000 claims abstract description 5
- 239000000463 material Substances 0.000 claims abstract description 4
- 239000013013 elastic material Substances 0.000 claims description 7
- 239000004567 concrete Substances 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 244000043261 Hevea brasiliensis Species 0.000 description 1
- 239000011358 absorbing material Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B37/00—Nuts or like thread-engaging members
- F16B37/04—Devices for fastening nuts to surfaces, e.g. sheets, plates
- F16B37/045—Devices for fastening nuts to surfaces, e.g. sheets, plates specially adapted for fastening in channels, e.g. sliding bolts, channel nuts
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
-
- 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
- E04B1/4114—Elements with sockets
- E04B1/4142—Elements with sockets with transverse hook- or loop-receiving parts
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- 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
Abstract
CE CORPS 2 EN BETON ARME, NOTAMMENT SOUS FORME DE PLAQUE, COMPORTE UN ORGANE DE LIAISON 3 QUI SERT DE LIAISON AVEC UNE CONSTRUCTION ABSORBANT DIRECTEMENT LES EFFORTS DYNAMIQUES OU STATIQUES, CETTE LIAISON AYANT LIEU DE FACON A CE QUE LES EFFORTS OU CONTRAINTES DYNAMIQUES DOMMAGEABLES NE S'EXERCENT QUE D'UNE FACON AMORTIE SUR LE CORPS EN BETON ARME ET LA CONSTRUCTION A TRAVERS LE MATERIAU, DE PREFERENCE ELASTIQUE, DE LA LIAISON.THIS BODY 2 IN REINFORCED CONCRETE, ESPECIALLY IN THE FORM OF A PLATE, INCLUDES A LINK BODY 3 WHICH SERVES AS A LINK WITH A CONSTRUCTION DIRECTLY ABSORBING DYNAMIC OR STATIC EFFORTS, THIS CONNECTION TAKING PLACE SO THAT AMIC EFFORTS OR DAMAGE DYNAMICS EXERCISE ONLY IN A CUSHIONED MANNER ON THE REINFORCED CONCRETE BODY AND CONSTRUCTION THROUGH THE MATERIAL, PREFERRED ELASTIC, OF THE BOND.
Description
CORPS EN BETON ARME AINSI QUE LEUR PROCEDE DE FABRICATIONREINFORCED CONCRETE BODY AND THEIR MANUFACTURING PROCESS
La présente invention concerne des corps en béton armé, de préférence en forme de plaques, ainsi que leur procédé de fabrication, lesdits corps en béton armé convenant aussi bien pour l'absorption de contraintes dynamiques que statiques Jusqu'alors, les corps en béton armé doivent être assemblés de façon spéciale à d'autres éléments de construction dans la réalisation d'armatures en cas de contraintes dynamiques La fabrication de tels corps est The present invention relates to reinforced concrete bodies, preferably in the form of plates, as well as to their manufacturing process, said reinforced concrete bodies being suitable for both dynamic and static stress absorption. Until now, reinforced concrete bodies must be specially assembled with other construction elements in the production of reinforcements in the event of dynamic constraints The manufacture of such bodies is
compliquée et conteuse.complicated and storytelling.
Au-delà d'une certaine limite, les efforts dynamiques ne doivent ou ne peuvent plus s'exercer sur les corps ou constructions en béton armé Par suite, on ne 15 peut utiliser que de façon limitée et en règle générale de façon peu économique seulement des éléments de liaison qui assurent une liaison résistante entre les éléments de construction absorbant directement les efforts dynamiques, et constitués en règle générale en acier Des élé20 ments de liaison élastiques amortissant les efforts dynamiques occupent en général de grands volumes et entraînent de fortes dépenses pour leur fabrication La réalisation et la suppression d'une telle liaison demandent de façon analogue beaucoup de travail La suppression 25 d'une liaison ne peut pas dans la plupart des cas être entreprise sans endommagement de quelques éléments de construction La réalisation et la suppression de la liaison exigent également en règle générale une dépense de temps relativement grande, ce qui influence défavora30 blement la fabrication et le montage de la construction en béton armé Par suite, les procédés de liaison dans lesquels on utilise un matériau de coulée séparant la Beyond a certain limit, the dynamic forces must or can no longer be exerted on the bodies or constructions of reinforced concrete. Consequently, one can only use in a limited way and as a rule in an economical way only. connecting elements which provide a resistant connection between the building elements directly absorbing dynamic forces, and which are generally made of steel Elastic connecting elements which absorb dynamic forces generally occupy large volumes and involve high expenses for their manufacturing The realization and the removal of such a connection similarly require a lot of work The removal of a connection cannot in most cases be undertaken without damaging some building elements The realization and the removal of the connection also generally require a relatively large time expenditure, which adversely affects the a manufacture and assembly of the reinforced concrete construction As a result, the bonding processes in which a casting material is used separating the
liaison ne sont pas même avantageux. bonding is not even advantageous.
Comme les constructions absorbant directement les 35 contraintes dynamiques,constituées en règle générale en acier, pourrissent plus rapidement en raison de leur nature et de leur utilisation que les corps en béton armé, qui ont une durée pratiquement illimitée dans une réalisation correspondante, une séparation de la liaison de la façon la plus simple possible est nécessaire pour pouvoir remplacer facilement les constructions ou parties de construction pourries. Le but de l'invention est par suite de fabriquer des corps en béton armé exposés à des efforts dynamiques ou statiques, qui autorisent une liaison, aisément réali10 sable et de nouveau séparable, avec d'autres éléments de construction d'un édifice A cet égard, les efforts dynamiques des éléments de construction absorbant directement lesdits efforts, doivent être transmis dans une moindre Since constructions directly absorbing dynamic stresses, generally made of steel, rot more quickly due to their nature and their use than reinforced concrete bodies, which have a practically unlimited duration in a corresponding embodiment, a separation of connection in the simplest possible way is necessary in order to be able to easily replace rotten constructions or construction parts. The object of the invention is therefore to manufacture reinforced concrete bodies exposed to dynamic or static forces, which allow a connection, easily realizable and again separable, with other construction elements of a building. regard, the dynamic forces of building elements directly absorbing said forces, must be transmitted in a lesser
mesure aux corps en béton armé.measure to reinforced concrete bodies.
L'objet précité, ainsi que d'autres qui apparaitront mieux dans ce qui suit sont atteints selon l'invention, par le fait que la liaison du corps en béton armé avec un élément de construction absorbant directement les efforts a lieu par l'intermédiaire d'un organe de liaison fixé au corps en béton armé, ou dans celui-ci, de façon que les efforts dynamiques préjudiciables ne s'exercent que de façon amortie sur le corps en béton armé et la construction à travers le matériau de préférence élastique de la liaison A cet effet, la liaison peut également être telle 25 qu'elle puisse être rapidement et sans dommages réalisée et de nouveau séparée L'organe de liaison est convenablement agencé en tant qu'organe de retenue et est disposé noyé dans le corps en béton armé de façon telle qu'il ne fasse pas saillie au-dessus de la surface dudit corps A 30 cet effet, l'organe de liaison peut s'élargir sensiblement en forme de coin en allant de la surface du corps en béton armé vers l'intérieur De ce fait, l'organe de liaison est fixement ancré dans le corps en béton armé, sans que pour cela des pièces de liaison ou de fixation séparées soient nécessaires L'ancrage dans le corps en béton peut être effectué d'une manière simple lors de la fabrication dudit corps dans la fabrication de pièces en béton Pans une forme de réalisation convenable, l'organe de liaison est formé par un profilé en U, qui est incorporé dans le corps en béton et qui présente en section transversale une forme sensiblement en queue d'aronde L'incorporation The aforementioned object, as well as others which will appear better in what follows, are achieved according to the invention, by the fact that the connection of the reinforced concrete body with a construction element directly absorbing the stresses takes place via of a connecting member fixed to the body of reinforced concrete, or in the latter, so that the harmful dynamic forces are exerted only in a damped manner on the body of reinforced concrete and the construction through the preferably elastic material of the connection For this purpose, the connection can also be such that it can be quickly and without damage carried out and again separated. The connection member is suitably arranged as a retaining member and is disposed embedded in the body. of reinforced concrete so that it does not protrude above the surface of said body For this purpose, the connecting member can widen substantially in the form of a wedge going from the surface of the body of reinforced concrete inward From this fa it, the connecting member is fixedly anchored in the reinforced concrete body, without this requiring separate connecting or fixing pieces to be anchored in the concrete body can be carried out in a simple manner during the manufacture of said body in the manufacture of concrete parts In a suitable embodiment, the connecting member is formed by a U-shaped profile, which is incorporated in the concrete body and which has, in cross section, a shape substantially in the form of a tail 'aronde The incorporation
de l'organe de liaison dans le corps en béton armé et dans la construction peut de ce fait avoir lieu de façon simple et permettant en même temps un travail en charge immédiat. of the connecting member in the reinforced concrete body and in the construction can therefore take place in a simple manner and at the same time allowing work under immediate load.
Sur la planche ci-jointe est représenté un exemple 10 de réalisation particulièrement avantageux du corps en béton armé de l'invention et de ses applications possibles, données en détail ci-après à titre indicatif mais nullement limitatif Sur cette planche: La figure 1 représente une vue en coupe du corps 15 en béton armé selon un exemple de réalisation, sous forme d'une plaque de béton armé à l'intérieur d'un moule de bétonnage; La figure 2 représente un premier mode d'application de la plaque en béton armé selon la figure 1; et On the attached plate is shown a particularly advantageous embodiment 10 of the reinforced concrete body of the invention and its possible applications, given in detail below by way of indication but in no way limiting. On this plate: FIG. 1 represents a sectional view of the body 15 of reinforced concrete according to an exemplary embodiment, in the form of a plate of reinforced concrete inside a concreting mold; FIG. 2 represents a first mode of application of the reinforced concrete plate according to FIG. 1; and
La figure 3 représente un deuxième mode d'application de la plaque en béton armé selon la figure 1. FIG. 3 represents a second mode of application of the reinforced concrete plate according to FIG. 1.
Le moule de bétonnage 1 servant à la confection de la plaque 2 en béton armé, porte sur son fond un organe de serrage 4 pour l'organe de liaison 3, qui est destiné The concreting mold 1 used to make the plate 2 of reinforced concrete, carries on its bottom a clamping member 4 for the connecting member 3, which is intended
à être ancré dansla plaque 2 en béton armé à confectionner. to be anchored in the reinforced concrete plate 2 to be made.
Ledit organe de liaison est constitué par un profilé en U qui, en coupe transversale, a sensiblement une forme en queue d'aronde, et qui est appliqué sur l'organe de Said connecting member is constituted by a U-shaped profile which, in cross section, has a substantially dovetail shape, and which is applied to the
serrage 4 sur la plaque de fond du moule 1 de bétonnage, 30 dans lequel la plaque 2 en béton armé est confectionnée. clamping 4 on the bottom plate of the concreting mold 1, in which the reinforced concrete plate 2 is made.
Par suite de la forme en queue d'aronde de l'organe de liaison 3, celuici est solidement ancré dans la plaque 2 en béton armé final, sans que pour cela il faille prendre d'autres mesures de fixation L'organe de liaison ne fait pas saillie au-dessus de la surface de la plaque 2 en béton armé, ce qui s'avère avantageux non seulement lors de la Due to the dovetail shape of the connecting member 3, it is firmly anchored in the plate 2 of final reinforced concrete, without that it is necessary to take other fixing measures. The connecting member does does not protrude above the surface of the reinforced concrete plate 2, which is advantageous not only during the
fabrication, mais également en cours d'utilisation de la plaque en béton armé, car avec cette dernière, un endommagement de l'organe de liaison 3 est largement évité. manufacturing, but also in use of the reinforced concrete plate, because with the latter, damage to the connecting member 3 is largely avoided.
En raison du mode de construction décrit, la plaque 2 en béton armé peut être fabriquée rapidement et économiquement, également dans des productions en série, conjointement avec l'organe de liaison 3, ce qui offre la Due to the construction method described, the reinforced concrete plate 2 can be produced quickly and economically, also in series productions, together with the connecting member 3, which offers the
possibilité d'une préfabrication du corps en béton armé. possibility of prefabrication of the reinforced concrete body.
Dans le cas d'un agencement élastique, la liaison 10 est appropriée pour diminuer les contraintes dynamiques. In the case of an elastic arrangement, the connection 10 is suitable for reducing the dynamic stresses.
Du fait que l'organe de liaison s'élargit vers l'intérieur, le recours à une pièce de liaison séparée est inutile dans le cas d'un agencement convenable de la construction absorbant directement les efforts dynamiques 15 et constitué, par exemple, en acier Le matériau élastique amortisseur de vibrations ne peut pas à cet effet garantir directement le contact et la fixation -entre-l'organe de liaison et la construction Le matériau élastique peut convenablement être du caoutchouc naturel, du caoutchouc de synthèse, une matière synthétique et analogues Lorsqu'on désire une liaison rigide, bien entendu on n'utilise pas comme matériau de liaison un matériau élastique, mais au contraire un matériau essentiellement non élastique, par Because the connecting member widens inward, the use of a separate connecting piece is unnecessary in the case of a suitable arrangement of the construction directly absorbing the dynamic forces 15 and constituted, for example, by steel The elastic vibration-absorbing material cannot for this purpose directly guarantee the contact and the fixing -between the connecting member and the construction The elastic material can suitably be natural rubber, synthetic rubber, a synthetic material and analogues When a rigid connection is desired, it is understood that an elastic material is not used as the connection material, but on the contrary an essentially non-elastic material, for example
exemple de l'acier.example of steel.
Le mode de liaison de l'invention peut être rapidement et simplement réalisé et également de nouveau séparé, sans endommagement des éléments individuels. The connection method of the invention can be quickly and simply carried out and also again separated, without damaging the individual elements.
Dans l'exemple d'application représenté sur la figure 2, dans l'organe de liaison 3 de la plaque 2 en béton armé est introduit un élément 5 de retenue ou d'amarrage (comprimé par vibrations ou pouvant être comprimé par vibrations) avec interposition d'une plaque 6 d'obturation élastique Pour obtenir une liaison rigide, la plaque In the example of application shown in FIG. 2, in the connecting member 3 of the reinforced concrete plate 2 is introduced a retaining or mooring element 5 (compressed by vibration or capable of being compressed by vibration) with interposition of an elastic closure plate 6 To obtain a rigid connection, the plate
d'obturation peut également être constituée en un matériau 35 non élastique, par exemple de l'acier. closure may also be made of a non-elastic material, for example steel.
Dans le mode d'application représenté sur la figure In the application mode shown in the figure
1119 1119
3, il est prévu une liaison rigide entre la plaque 2 en béton armé et une pièce de liaison 7 insérée dans l'organe de liaison 3 de ladite plaque, un coin 8 de serrage servanftt à bloquer la pièce de liaison 7 dans l'organe de liaison 3. 3, there is provided a rigid connection between the plate 2 of reinforced concrete and a connecting piece 7 inserted in the connecting member 3 of said plate, a wedge 8 for clamping servanftt to block the connecting piece 7 in the member link 3.
Claims (6)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| HU26182A HU183796B (en) | 1982-01-28 | 1982-01-28 | Method for producing and using concrete, reinforced concrete slabs respectively constructions exposed to dynamic or static action secured flexible or rigid quickconnection provided with sunk armatures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| FR2551119A1 true FR2551119A1 (en) | 1985-03-01 |
Family
ID=10948789
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| FR8313797A Pending FR2551119A1 (en) | 1982-01-28 | 1983-08-26 | REINFORCED CONCRETE BODY AND THEIR MANUFACTURING PROCESS |
Country Status (9)
| Country | Link |
|---|---|
| BE (1) | BE897563A (en) |
| CH (1) | CH661955A5 (en) |
| DE (1) | DE3302701A1 (en) |
| FR (1) | FR2551119A1 (en) |
| GB (1) | GB2145445B (en) |
| HU (1) | HU183796B (en) |
| NL (1) | NL8302882A (en) |
| SE (1) | SE8304414L (en) |
| YU (1) | YU201882A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ITMI20100928A1 (en) * | 2010-05-21 | 2011-11-22 | Gl Locatelli S R L | DEVICE FOR ANTI-SEISMIC STRUCTURAL CONNECTION OF CEMENT-BASED FEATURES |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| HU183796B (en) * | 1982-01-28 | 1984-05-28 | Beton Es Vasbetonipari Muevek | Method for producing and using concrete, reinforced concrete slabs respectively constructions exposed to dynamic or static action secured flexible or rigid quickconnection provided with sunk armatures |
| GB8526796D0 (en) * | 1985-10-31 | 1985-12-04 | Essex Machinery Ltd | Ceiling wedge anchors |
| AT398793B (en) * | 1992-07-22 | 1995-01-25 | Hugo S Schweiger Turn Und Spor | Means for anchoring rod-like installation and structural parts in a structural body |
| DE4315694A1 (en) * | 1993-05-11 | 1994-11-17 | Kloeckner Humboldt Deutz Ag | Machine with devices for avoiding the transmission of solid-borne sound |
| DE4334286C2 (en) * | 1993-10-08 | 2002-09-19 | Fischer Artur Werke Gmbh | Fastening element for anchoring in plates consisting in particular of glass |
| DE19522618A1 (en) * | 1995-06-22 | 1997-01-23 | Hilti Ag | Device for anchoring components close to the surface |
| GB9709866D0 (en) * | 1997-05-15 | 1997-07-09 | Glynwed Consumer & Constructio | Ceiling suspension arrangement |
| GB2347693A (en) * | 1999-02-27 | 2000-09-13 | Glynwed Engineered Products Li | Decking hanger |
| CN100515908C (en) * | 2006-06-23 | 2009-07-22 | 浙江建设职业技术学院 | Hook for hoisting large and long stone |
| GB0707245D0 (en) * | 2007-04-14 | 2007-05-23 | Access Technologies Ltd | Anchor device |
| JP5014279B2 (en) * | 2008-07-25 | 2012-08-29 | 保三 井本 | Fixture and fixing structure |
| DE102014103591A1 (en) * | 2014-03-17 | 2015-09-17 | Stefan Lück | sealing system |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3302701A1 (en) * | 1982-01-28 | 1983-08-04 | Beton- és Vasbetonipari Müvek, Budapest | STEEL CONCRETE BODY AND THEIR PRODUCTION |
Family Cites Families (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1726509U (en) * | 1955-11-18 | 1956-07-19 | Bruno Frank | DEVICE FOR FASTENING PLASTER CEILINGS AND THE LIKE. ON CONCRETE CEILINGS. |
| US3100517A (en) * | 1956-01-13 | 1963-08-13 | George T Phillips | Fastening devices for securing accessories to concrete and the like |
| US2909054A (en) * | 1956-01-13 | 1959-10-20 | George T Phillips | Anchor for securing accessories to concrete and the like |
| GB919411A (en) * | 1958-05-15 | 1963-02-27 | Alexander Feldmann | Improvements relating to methods of forming and reinforcing cavities in cast material |
| GB923882A (en) * | 1958-05-20 | 1963-04-18 | Alexander Feldmann | Improvements relating to a method of and means for forming cavities in the surface of cast material |
| GB918426A (en) * | 1959-05-23 | 1963-02-13 | Alexander Feldmann | Improvements relating to a method and means for forming anchoring cavities in cast materials |
| GB905303A (en) * | 1960-01-13 | 1962-09-05 | Alexander Feldmann | Improvements relating to anchoring cavities in concrete |
| CH393693A (en) * | 1962-06-18 | 1965-06-15 | Meier Peter | Anchoring element intended for insertion in a profile dowel |
| DE1868837U (en) * | 1962-12-21 | 1963-03-14 | Kahneisen Ges West G M B H Deu | ANCHOR RAIL WITH SLIDING NUT. |
| DE1908364U (en) * | 1964-10-24 | 1965-01-14 | Karlheinz Dipl Ing Beine | DEVICE FOR FIXING WALL CONNECTIONS, CLADDING ETC. ON CONSTRUCTIONS. |
| CH416028A (en) * | 1964-11-04 | 1966-06-30 | Pfister Juerg | Device for hanging building elements on cast parts of buildings |
| GB1497263A (en) * | 1973-12-10 | 1978-01-05 | Mccluskey J | Aperture forming device |
| GB1562661A (en) * | 1977-01-27 | 1980-03-12 | Burmah Ind Prod Ltd | Seals for construction joints in concrete slabs or other concrete structures |
| HU180621B (en) * | 1981-01-08 | 1983-03-28 | Budapesti Mueszaki Egyetem | Shock absorber insert set |
-
1982
- 1982-01-28 HU HU26182A patent/HU183796B/en not_active IP Right Cessation
- 1982-09-07 YU YU201882A patent/YU201882A/en unknown
-
1983
- 1983-01-27 DE DE19833302701 patent/DE3302701A1/en not_active Ceased
- 1983-08-12 CH CH440983A patent/CH661955A5/en not_active IP Right Cessation
- 1983-08-15 SE SE8304414A patent/SE8304414L/en not_active Application Discontinuation
- 1983-08-16 NL NL8302882A patent/NL8302882A/en not_active Application Discontinuation
- 1983-08-18 BE BE0/211377A patent/BE897563A/en not_active IP Right Cessation
- 1983-08-23 GB GB08322612A patent/GB2145445B/en not_active Expired
- 1983-08-26 FR FR8313797A patent/FR2551119A1/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3302701A1 (en) * | 1982-01-28 | 1983-08-04 | Beton- és Vasbetonipari Müvek, Budapest | STEEL CONCRETE BODY AND THEIR PRODUCTION |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ITMI20100928A1 (en) * | 2010-05-21 | 2011-11-22 | Gl Locatelli S R L | DEVICE FOR ANTI-SEISMIC STRUCTURAL CONNECTION OF CEMENT-BASED FEATURES |
Also Published As
| Publication number | Publication date |
|---|---|
| GB2145445B (en) | 1986-11-26 |
| CH661955A5 (en) | 1987-08-31 |
| GB2145445A (en) | 1985-03-27 |
| GB8322612D0 (en) | 1983-09-28 |
| YU201882A (en) | 1986-06-30 |
| SE8304414L (en) | 1985-02-16 |
| HU183796B (en) | 1984-05-28 |
| NL8302882A (en) | 1985-03-18 |
| BE897563A (en) | 1983-12-16 |
| SE8304414D0 (en) | 1983-08-15 |
| DE3302701A1 (en) | 1983-08-04 |
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