DE3302701A1 - STEEL CONCRETE BODY AND THEIR PRODUCTION - Google Patents
STEEL CONCRETE BODY AND THEIR PRODUCTIONInfo
- Publication number
- DE3302701A1 DE3302701A1 DE19833302701 DE3302701A DE3302701A1 DE 3302701 A1 DE3302701 A1 DE 3302701A1 DE 19833302701 DE19833302701 DE 19833302701 DE 3302701 A DE3302701 A DE 3302701A DE 3302701 A1 DE3302701 A1 DE 3302701A1
- Authority
- DE
- Germany
- Prior art keywords
- reinforced concrete
- concrete body
- connecting member
- dipl
- ing
- 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.)
- Ceased
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 11
- 239000004567 concrete Substances 0.000 title claims description 5
- 229910000831 Steel Inorganic materials 0.000 title description 6
- 239000010959 steel Substances 0.000 title description 6
- 239000011150 reinforced concrete Substances 0.000 claims description 46
- 238000010276 construction Methods 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 4
- 230000003068 static effect Effects 0.000 claims description 4
- 239000013013 elastic material Substances 0.000 description 3
- 210000000056 organ Anatomy 0.000 description 3
- 230000002411 adverse Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000005060 rubber 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)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (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
HOFFMANN · EITLE & PARTNERHOFFMANN · EITLE & PARTNER
PATENT-UND RECHTSANWÄLTEPATENT AND LAWYERS
PATENTANWÄLTE DIPL.-ING. W. EITLE · DR. RER. NAT. K. HOFFMANN . DIPL.-ΙΝβ. W. LEHNPATENTANWÄLTE DIPL.-ING. W. EITLE DR. RER. NAT. K. HOFFMANN. DIPL.-ΙΝβ. W. LEHN
DIPL.-ING. K. FCJCHSLE . DR. RER. NAT. B. HANSEN ■ DR. RER. NAT. H.-A BRAUNS ■ DIPL.-ING. K. SORGDIPL.-ING. K. FCJCHSLE. DR. RER. NAT. B. HANSEN ■ DR. RER. NAT. H.-A BRAUNS ■ DIPL.-ING. K. SORG
DIPL.-ING. K. KOHLMANN · RECHTSANWALT A. NETTEDIPL.-ING. K. KOHLMANN · LAWYER A. NETTE
Beton- es Vasbetonipari Müvek Budapest / UngarnBeton- es Vasbetonipari Müvek Budapest / Hungary
Stahlbetonkörper sowie dessen HerstellungReinforced concrete body and its manufacture
Die Erfindung bezieht sich auf vorzugsweise plattenförmige Stahlbetonkörper sowie auf deren Herstellung, welche Stahlbetonkörper für die Aufnahme von dynamischen oder statischen Einwirkungen gleichermaßen geeignet sind. Bisher müssen Stahlbetonkörper im Falle dynamischer Einwirkungen in bewehrter Ausführung an andere Konstruktionen in spezieller Weise angeschlossen werden. Die Herstellung solcher Körper ist aufwendig und kostspielig.The invention relates to preferably plate-shaped Reinforced concrete body, as well as on their production, which reinforced concrete body are equally suitable for absorbing dynamic or static effects. So far have to Reinforced concrete body in the case of dynamic effects in a reinforced design on other structures in a special way be connected. The production of such bodies is complex and expensive.
über ein bestimmtes Maß hinaus dürfen oder können dynamische Kräfte nicht mehr auf Stahlbetonkörper bzw. -konstruktionen einwirken. Daher können Verbindungselemente, welche zwischen den die dynamischen Kräfte direkt aufnehmenden, in der Regel aus Stahl bestehenden Konstruktionen eine feste Verbindung sichern, nur begrenzt und in der Regel nur unwirtschaftlich angewandt werden. Dynamische Kräfte dämpfende elastische Verbindungselemente haben im allgemeinen großen Raumbedarf undBeyond a certain level may or may be dynamic Forces no longer act on reinforced concrete bodies or structures. Therefore, fasteners, which between a fixed connection to the constructions, which are usually made of steel and which directly absorb the dynamic forces secure, can only be used to a limited extent and, as a rule, only inefficiently. Elastic connecting elements that dampen dynamic forces generally take up a lot of space and
einen großen Herstellungsaufwand. Die Herstellung und Aufhebung einer Verbindung verlangt ähnlich viel Arbeit. Die Aufhebung einer Verbindung kann meist nicht ohne Beschädigung einiger Konstruktionselemente vorgenommen werden. Das Herstellen und Aufheben der Verbindung erfordert in der Regel auch relativ großen Zeitaufwand, was die Herstellung und die Montage der Stahlbetonkonstruktion nachteilig beeinflußt. Daher sind nicht einmal Verbindungsverfahren vorteilhaft, bei denen abbindendes Ausgußmaterial verwendet wird.a great manufacturing effort. Establishing and breaking a connection requires a similar amount of work. The repeal a connection can usually not be made without damaging some construction elements. The manufacturing and breaking the connection usually also requires a relatively large amount of time, which is the production and adversely affects the assembly of the reinforced concrete structure. Hence, even connection methods are not beneficial at which setting pouring material is used.
Da dynamische Kräfte unmittelbar aufnehmende, in der Regel aus Stahl bestehende Konstruktionen infolge ihrer Art und Anwendung schneller verrotten als Stahlbetonkörper, die bei entsprechender Ausführung praktisch unbeschränkt dauerhaft sind, ist ein Lösen der Verbindung auf möglichst einfache Weise erforderlich, um die verrotteten Konstruktionen bzw. Konstruktionsteile leicht auswechseln zu können.Since dynamic forces directly absorbing, usually made of steel structures due to their type and Application rot faster than reinforced concrete bodies, which with the appropriate execution are practically indefinitely permanent loosen the connection in the simplest way possible in order to remove the rotten structures or structures. Easy to replace construction parts.
Der Erfindung liegt daher die Aufgabe zugrunde, dynamischen oder statischen Kräften ausgesetzte Stahlbetonkörper herzustellen, die eine leicht herstellbare und wieder lösbare Verbindung mit anderen Baukonstruktionen ermöglichen. Dabei sollen die dynamischen Kräfte von der diese Kräfte unmittelbar aufnehmenden Konstruktion in vermindertem Maße auf den Stahlbetonkörper übertragen werden.The invention is therefore based on the object of producing reinforced concrete bodies exposed to dynamic or static forces, which allow an easy-to-make and detachable connection with other building structures. This should the dynamic forces from the construction that directly absorbs these forces to a lesser extent on the reinforced concrete body be transmitted.
Dies wird erfindungsgemäß dadurch erreicht, daß die Verbindung des Stahlbetonkörpers mit einer die Kräfte unmittelbar aufnehmenden Konstruktion durch ein am bzw. im Stahlbetonkörper befestigtes Verbindungsorgan derart erfolgt, daß die schädlichen dynamischen Kräfte auf den Stahlbetonkörper bzw. die Konstruktion durch das vorzugsweise elastische Material der Verbindung nur in gedämpfter Weise einwirken. Dabei kann die Verbindung auch derart sein, daß sie schnell und beschädigungslos herstellbar und wieder lösbar ist. Das Verbin-This is achieved according to the invention in that the connection of the reinforced concrete body with a structure that directly absorbs the forces through an on or in the reinforced concrete body fastened connecting member takes place in such a way that the damaging dynamic forces on the reinforced concrete body or the construction only act in a damped manner due to the preferably elastic material of the connection. Here can the connection must also be such that it can be established and released again quickly and without damage. The connection
dungsorgan ist zweckmäßig als Halteorgan ausgebildet und im Stahlbetonkörper derart versenkt angeordnet, daß es über dessen Oberfläche nicht hinausragt. Hierbei kann das Verbindungsorgan sich etwa keilförmig von der Oberfläche des Stahlbetonkörpers ausgehend nach innen verbreitern. Hierdurch wird das Verbindungsorgan im Stahlbetonkörper fest verankert, ohne daß hierzu gesonderte Verbindungs- oder Befestigungsteile notwendig sind. Die Verankerung in dem Betonkörper kann auf einfache Weise bei dessen Herstellung imtraining organ is expediently designed as a holding member and in Reinforced concrete body arranged sunk in such a way that it does not protrude beyond its surface. Here, the connecting member widen approximately in a wedge shape starting from the surface of the reinforced concrete body inwards. Through this the connecting element is firmly anchored in the reinforced concrete body without the need for separate connecting or fastening parts are necessary. The anchoring in the concrete body can be done in a simple manner during its production
) Betonwerk vorgenommen werden. Bei einer zweckmäßigen Ausführungsform wird das Verbindungsorgan von einem im Querschnitt etwa Echwalbenschwanzförmigen U-Profil gebildet, das in den Betonkörper eingelassen ist. Der Einbau des Verbindungsorgans in den Stahlbetonkörper bzw. in die Konstruktion kann somit einfach und gleichzeitig auf sofort belastbare Weise geschehen. ) Concrete works are made. In an expedient embodiment the connecting member is formed by a cross-section approximately echwalbtail-shaped U-profile, which is in the Concrete body is embedded. The installation of the connecting element in the reinforced concrete body or in the construction can thus done easily and at the same time in an immediately resilient manner.
In der Zeichnung sind ein besonders vorteilhaftes Ausführungsbeispiel des erfindungsgemäßen Stahlbetonkörpers und ) seine möglichen Verwendungen dargestellt, die im folgenden näher beschrieben werden:In the drawing are a particularly advantageous embodiment of the reinforced concrete body according to the invention and) its possible uses shown below to be described in more detail:
Fig. 1 zeigt den Stahlbetonkörper in einem Ausführungsbeispiel als Stahlbetonplatte innerhalb einer Betonier-) form im Schnitt;Fig. 1 shows the reinforced concrete body in an embodiment as a reinforced concrete slab within a concreting) shape in section;
Fig. 2 zeigt eine erste Anwendungsweise der Stahlbetonplatte gemäß Fig. 1;FIG. 2 shows a first application of the reinforced concrete slab according to FIG. 1;
) Fig. 3 zeigt eine zweite Anwendungsweise der Stahlbetonplatte gemäß Fig. 1.) FIG. 3 shows a second application of the reinforced concrete slab according to FIG. 1.
Die zum Betonieren der Stahlbetonplatte 2 dienende Betonierform 1 trägt an ihrem Boden einen Befestiger 4 für das Verbindungsorgan 3, das in der zu betonierenden Stahlbetonplatte 2 verankert werden soll. Dieses Verbindungsorgan besteht aus einem im Querschnitt etwa schwalbenschwanzförmigen U-Profil, welches über dem Befestiger 4 auf die Bodenplatte der Betonierform 1 aufgesetzt ist, in der dann die Stahlbetonplatte 2 betoniert wird.The concreting form 1 used for concreting the reinforced concrete slab 2 carries a fastener 4 for the connecting element on its bottom 3, which is to be anchored in the reinforced concrete slab 2 to be concreted. This connecting organ exists from a cross-section roughly dovetail-shaped U-profile, which is placed over the fastener 4 on the base plate of the concreting form 1, in which then the reinforced concrete slab 2 is concreted.
Durch die Schwalbenschwanzform des Verbindungsorgans 3 wird dieses in der fertigen Stahlbetonplatte 2 fest verankert, ohne daß es hierzu weiterer Befestigungsmaßnahmen bedarf. Das Verbindungsorgan ragt nicht über die Oberfläche der Stahlbetonplatte 2 hinaus, was sich nicht nur in der Herstellung, sondern auch in der Benutzung der Stahlbetonplatte vorteilhaft auswirkt, da bei letzterer eine Beschädigung des Verbindungsorgans 3 weitgehend vermieden ist. The dovetail shape of the connecting member 3 is this is firmly anchored in the finished reinforced concrete slab 2 without the need for further fastening measures. That The connecting element does not protrude beyond the surface of the reinforced concrete slab 2, which is not only evident in the manufacture, but also advantageous in the use of the reinforced concrete slab has an effect, since damage to the connecting member 3 is largely avoided in the latter.
Aufgrund der gegebenen Konstruktionsweise kann die Stahlbetonplatte 2 mit dem Verbindungsorgan 3 rasch und wirtschaftlich auch in Serienproduktion hergestellt werden, wodurch sich eine Vorfertigung des Stahlbetonkörpers anbietet.Due to the given construction, the reinforced concrete slab 2 with the connecting member 3 can be produced quickly and economically in series production, whereby prefabrication of the reinforced concrete body is an option.
Im Falle einer elastischen Ausführung ist die Verbindung zur Verminderung dynamischer Krafteinwirkungen geeignet.In the case of an elastic design, the connection is suitable for reducing the effects of dynamic forces.
Wegen des sich nach innen verbreitenden Verbindungsorgans ist bei zweckmäßiger Ausbildung der die dynamischen Kräfte unmittelbar aufnehmenden, z.B. aus Stahl .bestehenden, Konstruktion die Anwendung eines gesonderten Verbindungsstückes unnötig. Das schwingungsdämpfende elastische Material kann dabei die Berührung und die Befestigung zwischen dem Verbindungsorgan und der Konstruktion unmittelbar nicht garantieren. Das elastische Material kann zweckmäßig Gummi, Kunstkautschuk, Kunststoff und dergl. sein. Wird eine starre Ver-Because of the inward widening of the connecting organ, the dynamic forces are immediate if the design is appropriate receiving construction, e.g. made of steel the use of a separate connector is unnecessary. The vibration-damping elastic material can does not guarantee direct contact and attachment between the connecting element and the structure. The elastic material can suitably be rubber, synthetic rubber, plastic and the like. If a rigid
bindung gewünscht, wird als Verbindungsmaterial selbstverständlich kein elastisches, sondern ein im wesentlichen unelastisches Material, z.B. Stahl, verwendet.If you want a binding, it is a matter of course as a connecting material not an elastic, but an essentially inelastic material, e.g. steel, is used.
Die erfindungsgemäße Verbindungsweise kann rasch und einfach ohne Beschädigung von Einzelteilen hergestellt und auch wieder aufgelöst werden.The method of connection according to the invention can be produced quickly and easily without damaging individual parts also be dissolved again.
Bei dem in Fig. 2 gezeigten Anwendungsbeispiel ist in das Verbindungsorgan 3 der Stahlbetonplatte 2 ein (schwingungsverdichtetes bzw. schwingungsverdichtendes) Hängeelement 5 unter Zwischenfügung einer elastischen Schließplatte 6 eingesetzt. Zur Erzielung einer steifen Verbindung kann die Schließplatte auch aus einem unelastischen Material, z.B. Stahl, bestehen.In the application example shown in Fig. 2 is in the Connecting element 3 of reinforced concrete slab 2 is a (vibration-compressed or vibration-compressing) hanging element 5 inserted with the interposition of an elastic closing plate 6. To achieve a stiff connection, the The closing plate also consist of an inelastic material, e.g. steel.
Bei der in Fig. 3 gezeigten Verwendungsweise ist eine starre Verbindung zwischen der Stahlbetonplatte 2 und einem in deren Verbindungsorgan 3 eingesetzten Verbindungsstück 7 vorgesehen, wobei zum Festklemmen des Verbindungsstückes 7 im Verbindungsorgan 3 ein Befestigungskeil 8 dient.In the manner of use shown in Fig. 3, a rigid connection between the reinforced concrete slab 2 and one in the Connecting member 3 used connector 7 is provided, wherein for clamping the connector 7 in Connecting member 3, a fastening wedge 8 is used.
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LeerseiteBlank page
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 |
|---|---|
| DE3302701A1 true DE3302701A1 (en) | 1983-08-04 |
Family
ID=10948789
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DE19833302701 Ceased DE3302701A1 (en) | 1982-01-28 | 1983-01-27 | STEEL CONCRETE BODY AND THEIR PRODUCTION |
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 (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2551119A1 (en) * | 1982-01-28 | 1985-03-01 | Beton Es Vasbetonipari Muevek | REINFORCED CONCRETE BODY AND THEIR MANUFACTURING PROCESS |
| DE4315694A1 (en) * | 1993-05-11 | 1994-11-17 | Kloeckner Humboldt Deutz Ag | Machine with devices for avoiding the transmission of solid-borne sound |
| EP0647760A2 (en) * | 1993-10-08 | 1995-04-12 | Fischerwerke Arthur Fischer GmbH & Co. KG | Fixing means for the anchorage in slabs, particularly made of glass |
| EP0750082A1 (en) * | 1995-06-22 | 1996-12-27 | HILTI Aktiengesellschaft | Device for anchoring building elements close to a surface |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
Citations (7)
| 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 |
| DE1868837U (en) * | 1962-12-21 | 1963-03-14 | Kahneisen Ges West G M B H Deu | ANCHOR RAIL WITH SLIDING NUT. |
| US3100517A (en) * | 1956-01-13 | 1963-08-13 | George T Phillips | Fastening devices for securing accessories to concrete and the like |
| DE1908364U (en) * | 1964-10-24 | 1965-01-14 | Karlheinz Dipl Ing Beine | DEVICE FOR FIXING WALL CONNECTIONS, CLADDING ETC. ON CONSTRUCTIONS. |
| CH393693A (en) * | 1962-06-18 | 1965-06-15 | Meier Peter | Anchoring element intended for insertion in a profile dowel |
| CH416028A (en) * | 1964-11-04 | 1966-06-30 | Pfister Juerg | Device for hanging building elements on cast parts of buildings |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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
Patent Citations (7)
| 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 |
| 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 |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2551119A1 (en) * | 1982-01-28 | 1985-03-01 | Beton Es Vasbetonipari Muevek | REINFORCED CONCRETE BODY AND THEIR MANUFACTURING PROCESS |
| DE4315694A1 (en) * | 1993-05-11 | 1994-11-17 | Kloeckner Humboldt Deutz Ag | Machine with devices for avoiding the transmission of solid-borne sound |
| EP0647760A2 (en) * | 1993-10-08 | 1995-04-12 | Fischerwerke Arthur Fischer GmbH & Co. KG | Fixing means for the anchorage in slabs, particularly made of glass |
| EP0647760A3 (en) * | 1993-10-08 | 1996-08-28 | Fischer Artur Werke Gmbh | Fixing means for the anchorage in slabs, particularly made of glass. |
| DE4334286C2 (en) * | 1993-10-08 | 2002-09-19 | Fischer Artur Werke Gmbh | Fastening element for anchoring in plates consisting in particular of glass |
| EP0750082A1 (en) * | 1995-06-22 | 1996-12-27 | HILTI Aktiengesellschaft | Device for anchoring building elements close to a surface |
Also Published As
| Publication number | Publication date |
|---|---|
| YU201882A (en) | 1986-06-30 |
| GB2145445B (en) | 1986-11-26 |
| GB2145445A (en) | 1985-03-27 |
| NL8302882A (en) | 1985-03-18 |
| SE8304414L (en) | 1985-02-16 |
| SE8304414D0 (en) | 1983-08-15 |
| CH661955A5 (en) | 1987-08-31 |
| BE897563A (en) | 1983-12-16 |
| GB8322612D0 (en) | 1983-09-28 |
| FR2551119A1 (en) | 1985-03-01 |
| HU183796B (en) | 1984-05-28 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 8110 | Request for examination paragraph 44 | ||
| 8131 | Rejection |