BE897563A - REINFORCED CONCRETE BODY AND METHOD FOR MANUFACTURING THE SAME - Google Patents
REINFORCED CONCRETE BODY AND METHOD FOR MANUFACTURING THE SAME Download PDFInfo
- Publication number
- BE897563A BE897563A BE0/211377A BE211377A BE897563A BE 897563 A BE897563 A BE 897563A BE 0/211377 A BE0/211377 A BE 0/211377A BE 211377 A BE211377 A BE 211377A BE 897563 A BE897563 A BE 897563A
- Authority
- BE
- Belgium
- Prior art keywords
- reinforced concrete
- concrete body
- connecting member
- connection
- slab
- Prior art date
Links
- 239000011150 reinforced concrete Substances 0.000 title claims description 44
- 238000004519 manufacturing process Methods 0.000 title claims description 10
- 238000000034 method Methods 0.000 title claims description 5
- 238000010276 construction Methods 0.000 claims description 16
- 239000004567 concrete Substances 0.000 claims description 7
- 239000013013 elastic material Substances 0.000 claims description 7
- 230000003068 static effect Effects 0.000 claims description 4
- 230000000694 effects Effects 0.000 claims description 2
- 239000000126 substance Substances 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 244000043261 Hevea brasiliensis Species 0.000 description 1
- 239000011358 absorbing material Substances 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000012217 deletion Methods 0.000 description 1
- 230000037430 deletion Effects 0.000 description 1
- 230000006866 deterioration Effects 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
- 239000004033 plastic Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 229920003051 synthetic elastomer 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Reinforcement Elements For Buildings (AREA)
- Building Environments (AREA)
Description
<Desc/Clms Page number 1>
BETON-ES VASBETONIPARI MUVEK pour Corps en béton armé et procédé pour le fabriquer.
La présente invention concerne des corps en béton armé, de préférence en forme de dalles ainsi que leur fabrication, ces corps en béton armé convenant pour absorber des effets dynamiques aussi bien que statiques. Jusqu'à présent, dans le cas d'influences dynamiques, des corps en béton armé, dans une construction à armature, devaient être reliés de manière
<Desc/Clms Page number 2>
spéciale à d'autres structures. La fabrication de tels corps est fastidieuse et onéreuse.
Au-delà d'une certaine mesure, des forces dynamiques ne peuvent plus agir sur des corps ou des constructions en béton armé ou ne sont plus à même de le faire. C'est pourquoi, des éléments de liaison qui garantissent une liaison solide entre les constructions en règle générale en acier, qui absorbent directement les forces dynamiques, ne peuvent être utilisés que de manière limitée et d'habitude peu économique. Des éléments de liaison élastiques qui amortissent les forces dynamiques sont, en général, encombrants et fastidieux à fabriquer. L'établissement et la suppression d'une liaison exigent la même quantité de travail. La suppression d'une liaison ne peut, la plupart du temps, pas être effectuée sans endommager certains éléments de construction.
L'établissement et la suppression de la liaison exigent aussi habituellement assez bien de temps, ce qui influence défavorablement la fabrication et le montage de la construction en béton armé. Il n'est par conséquent pas rare que des
EMI2.1
proc ti're de procédés de liaison faisant appel à une matière de remplissage qui fait prise soient avantageux.
Etant donné que des constructions, en règle générale en acier, qui absorbent directement des forces dynamiques, de par leur nature et leur utilisation, se dégradent plus rapidement que des corps en béton armé qui, pour une structure correspondante, sont d'une durabilité en substance illimitée, il est nécessaire de pouvoir détacher la liaison de la manière la plus simple possible pour pouvoir remplacer facilement les constructions ou parties de construction dégradées.
Cela étant, l'invention a pour but de fabriquer des corps en béton armé exposés à des forces dynamiques ou statiques qui rendent possible une
<Desc/Clms Page number 3>
liaison facile à établir et à détacher à nouveau avec d'autres constructions de bâtiments. Dans ce cas, les forces dynamiques doivent être transmises par les constructions qui les absorbent directement dans une mesure réduite aux corps en béton armé.
On atteint ce résultat conformément à l'invention par le fait que la liaison du corps en béton armé à une construction absorbant directement les forces, est réalisée par un organe de liaison fixé sur le corps en béton armé ou dans celui-ci d'une manière telle que les forces dynamiques nuisibles n'agissent que dans une mesure amortie sur le corps en béton armé ou sur la construction par l'intermédiaire de la matière de préférence élastique, de la liaison. Dans ce cas, la liaison peut aussi être telle qu'elle puisse être établie et à nouveau détachée rapidement et sans dommage. L'organe de liaison a avantageusement la forme d'un organe de maintien et est noyé dans le corps en béton armé d'une manière telle qu'il ne fasse pas saillie au-dessus de sa surface.
Dans ce cas, l'organe de liaison peut aller en s'élargissant à peu près d'une manière cunéiforme à partir de la surface du corps en béton armé vers l'intérieur de celui-ci. L'organe de liaison est de ce fait solidement ancré dans le corps en béton armé, sans que des moyens de liaison ou de fixation particuliers soient nécessaires à cet effet.
L'ancrage dans le corps en béton peut être effectué d'une manière simple lors de sa fabrication en usine.
Dans une forme d'exécution avantageuse, l'organe de liaison est formé par un profilé en U, présentant une section transversale à peu près en forme de queue d'aronde, qui est noyé dans le corps en béton. L'incorporation de l'organe de liaison au corps en béton armé ou à la construction peut ainsi s'effectuer d'une manière simple et en même temps d'une manière permet-
<Desc/Clms Page number 4>
tant une mise en charge immédiate.
Un exemple de réalisation particulièrement avantageuse du corps en béton conforme à l'invention et de ses utilisations possibles est illustré au dessin annexé dans lequel : la Fig. 1 est une vue en coupe du corps en béton armé dans une forme d'exécution en tant que dalle de béton armé à l'intérieur d'un moule de bétonnage : la Fig. 2 illustre un premier mode d'utilisation de la dalle en béton armé représentée sur la Fig. 1, et la Fig. 3 illustre un second mode d'utilisation de la dalle en béton armé représentée sur la Fig. 1.
Le moule à béton 1 destiné à la coulée de la dalle en béton armé 2 porte, sur son fond, un organe de fixation 4 pour l'organe de liaison 3, qui doit être ancré dans la dalle en béton armé 2 à couler. Cet organe de liaison est formé d'un profilé en U à peu près en forme de queue d'aronde en coupe qui est posé par-dessus l'organe de fixation 4 sur la plaque de fond du moule à béton 1 dans lequel la dalle en béton armé 2 est alors coulée.
Grâce à sa forme en queue d'aronde, l'organe de liaison 3 est ancré solidement dans la dalle en béton armé 2 terminée sans que d'autres mesures de fixation doivent être prises à cet effet. L'organe de liaison ne fait pas saillie sur la surface de la dalle en béton armé 2, ce qui s'avère avantageux non seulement lors de la fabrication, mais aussi lors de l'utilisation de la dalle en béton armé car, dans ce dernier cas, une détérioration de l'organe de liaison 3 est largement évitée.
Grâce au mode de construction indiqué, la dalle en béton armé 2 avec l'organe de liaison 3 peut
<Desc/Clms Page number 5>
être fabriquée rapidement et économiquement, même en série, ce qui permet une préfabrication en béton armé.
Dans le cas d'une réalisation élastique, la liaison convient pour diminuer les effets des forces dynamiques.
Grâce au fait que liaison s'élargit vers l'intérieur, il n'est pas nécessaire, dans le cas d'une configuration adéquate de la construction, par exemple en acier, qui absorbe directement les forces dynamiques, d'utiliser un organe de liaison séparé. La matière élastique absorbant les vibrations ne peut alors pas garantir directement le contact et la fixation entre l'organe de liaison et la construction. La matière élastique peut avantageusement être du caoutchouc naturel, du caoutchouc synthétique, une matière plastique ou une matière analogue. Si on souhaite obtenir une liaison rigide, on n'utilise bien entendu, comme matière de liaison, pas une matière élastique, mais une matière essentiellement non élastique, comme par exemple de l'acier.
Le type de liaison conforme à l'invention peut être établi et supprimé rapidement et d'une manière simple sans endommager les parties à relier.
Dans l'exemple d'utilisation représenté sur la Fig. 2, un élément de suspension 5 (comprimé par vibrations ou comprimant par vibrations) est inséré dans l'organe de liaison 3 de la dalle en béton armé 2 avec intercalation d'une plaque de fermeture élastique 6. Pour obtenir une liaison rigide, la plaque de fermeture peut aussi être faite d'une matière non élastique, par exemple de l'acier.
Dans le mode d'utilisation illustré sur la Fig. 3, une liaison rigide est prévue entre la dalle en béton armé 2 et une pièce de liaison 7 insérée dans son organe de liaison 3, une clavette de fixation 8 servant
<Desc/Clms Page number 6>
à bloquer la pièce de liaison 7 dans l'organe de liaison 3.
<Desc / Clms Page number 1>
BETON-ES VASBETONIPARI MUVEK for Reinforced concrete body and process for manufacturing it.
The present invention relates to reinforced concrete bodies, preferably in the form of slabs, as well as to their manufacture, these reinforced concrete bodies suitable for absorbing dynamic as well as static effects. Until now, in the case of dynamic influences, reinforced concrete bodies, in a frame construction, had to be connected in a way
<Desc / Clms Page number 2>
special to other structures. The manufacture of such bodies is tedious and expensive.
Beyond a certain measure, dynamic forces can no longer act on reinforced concrete bodies or constructions or are no longer able to do so. For this reason, connecting elements which guarantee a solid connection between generally steel constructions, which directly absorb dynamic forces, can only be used in a limited and usually uneconomical manner. Elastic connecting elements which absorb dynamic forces are generally bulky and tedious to manufacture. Establishing and removing a connection requires the same amount of work. The deletion of a connection cannot, most of the time, be carried out without damaging certain construction elements.
Establishing and removing the connection is also usually quite time-consuming, which adversely affects the manufacturing and erection of the reinforced concrete construction. It is therefore not uncommon for
EMI2.1
proc ti're bonding methods using a filling material which sets are advantageous.
Since constructions, as a rule of steel, which directly absorb dynamic forces, by their nature and their use, degrade more quickly than bodies of reinforced concrete which, for a corresponding structure, are of durability in unlimited substance, it is necessary to be able to detach the connection in the simplest way possible in order to be able to easily replace degraded constructions or parts of construction.
However, the invention aims to manufacture reinforced concrete bodies exposed to dynamic or static forces which make possible a
<Desc / Clms Page number 3>
easy connection to re-establish and detach with other building constructions. In this case, the dynamic forces must be transmitted by the constructions which absorb them directly to a reduced extent to the reinforced concrete bodies.
This is achieved in accordance with the invention by the fact that the connection of the reinforced concrete body to a structure directly absorbing forces, is carried out by a connecting member fixed to the reinforced concrete body or in it of a in such a way that the harmful dynamic forces act only to a damped extent on the body of reinforced concrete or on the construction by means of the preferably elastic material, of the connection. In this case, the connection can also be such that it can be established and detached again quickly and without damage. The connecting member advantageously has the form of a holding member and is embedded in the reinforced concrete body in such a way that it does not protrude above its surface.
In this case, the connecting member can widen approximately in a wedge-shaped fashion from the surface of the reinforced concrete body towards the interior thereof. The connecting member is therefore firmly anchored in the reinforced concrete body, without special connecting or fixing means being necessary for this purpose.
Anchoring in the concrete body can be carried out in a simple manner during its manufacture in the factory.
In an advantageous embodiment, the connecting member is formed by a U-shaped profile, having a cross section roughly in the shape of a dovetail, which is embedded in the concrete body. The incorporation of the connecting member into the reinforced concrete body or into the construction can thus be carried out in a simple manner and at the same time in a manner
<Desc / Clms Page number 4>
both an immediate charge.
An example of a particularly advantageous embodiment of the concrete body according to the invention and of its possible uses is illustrated in the attached drawing in which: FIG. 1 is a sectional view of the reinforced concrete body in one embodiment as a reinforced concrete slab inside a concreting mold: FIG. 2 illustrates a first mode of use of the reinforced concrete slab shown in FIG. 1, and FIG. 3 illustrates a second mode of use of the reinforced concrete slab shown in FIG. 1.
The concrete mold 1 intended for the casting of the reinforced concrete slab 2 carries, on its bottom, a fixing member 4 for the connecting member 3, which must be anchored in the reinforced concrete slab 2 to be poured. This connecting member is formed of a U-shaped profile roughly in the form of a dovetail in section which is placed over the fixing member 4 on the bottom plate of the concrete mold 1 in which the slab in reinforced concrete 2 is then poured.
Thanks to its dovetail shape, the connecting member 3 is firmly anchored in the reinforced reinforced concrete slab 2 without other fixing measures having to be taken for this purpose. The connecting member does not protrude from the surface of the reinforced concrete slab 2, which is advantageous not only during manufacture, but also when using the reinforced concrete slab because, in this last case, deterioration of the connecting member 3 is largely avoided.
Thanks to the indicated construction method, the reinforced concrete slab 2 with the connecting member 3 can
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be manufactured quickly and economically, even in series, which allows prefabrication in reinforced concrete.
In the case of an elastic embodiment, the connection is suitable for reducing the effects of dynamic forces.
Thanks to the fact that the connection widens inwards, it is not necessary, in the case of an adequate configuration of the construction, for example of steel, which directly absorbs dynamic forces, to use a separate connection. The elastic vibration-absorbing material cannot then directly guarantee contact and fixation between the connecting member and the construction. The elastic material can advantageously be natural rubber, synthetic rubber, a plastic material or the like. If it is desired to obtain a rigid connection, it is of course used, as the connection material, not an elastic material, but an essentially non-elastic material, such as for example steel.
The type of connection according to the invention can be established and removed quickly and in a simple manner without damaging the parts to be connected.
In the example of use shown in FIG. 2, a suspension element 5 (compressed by vibration or compressing by vibration) is inserted into the connecting member 3 of the reinforced concrete slab 2 with the interposition of an elastic closure plate 6. To obtain a rigid connection, the cover plate can also be made of a non-elastic material, for example steel.
In the mode of use illustrated in FIG. 3, a rigid connection is provided between the reinforced concrete slab 2 and a connecting piece 7 inserted in its connecting member 3, a fixing key 8 serving
<Desc / Clms Page number 6>
to block the connecting piece 7 in the connecting member 3.
Claims (7)
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 |
---|---|
BE897563A true BE897563A (en) | 1983-12-16 |
Family
ID=10948789
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
BE0/211377A BE897563A (en) | 1982-01-28 | 1983-08-18 | REINFORCED CONCRETE BODY AND METHOD FOR MANUFACTURING THE SAME |
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) |
Families Citing this family (13)
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 |
ITMI20100928A1 (en) * | 2010-05-21 | 2011-11-22 | Gl Locatelli S R L | DEVICE FOR ANTI-SEISMIC STRUCTURAL CONNECTION OF CEMENT-BASED FEATURES |
DE102014103591A1 (en) * | 2014-03-17 | 2015-09-17 | Stefan Lück | sealing system |
Family Cites Families (15)
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. |
US2909054A (en) * | 1956-01-13 | 1959-10-20 | George T Phillips | Anchor for securing accessories to concrete and the like |
US3100517A (en) * | 1956-01-13 | 1963-08-13 | George T Phillips | Fastening devices 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 |
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 |
-
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
Also Published As
Publication number | Publication date |
---|---|
SE8304414L (en) | 1985-02-16 |
DE3302701A1 (en) | 1983-08-04 |
FR2551119A1 (en) | 1985-03-01 |
NL8302882A (en) | 1985-03-18 |
SE8304414D0 (en) | 1983-08-15 |
YU201882A (en) | 1986-06-30 |
GB8322612D0 (en) | 1983-09-28 |
CH661955A5 (en) | 1987-08-31 |
HU183796B (en) | 1984-05-28 |
GB2145445A (en) | 1985-03-27 |
GB2145445B (en) | 1986-11-26 |
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Date | Code | Title | Description |
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RE | Patent lapsed |
Owner name: BETON- ES VASBETONIPARI MUVEK Effective date: 19940831 |