CH661955A5 - METHOD FOR PRODUCING A STEEL CONCRETE BODY. - Google Patents
METHOD FOR PRODUCING A STEEL CONCRETE BODY. Download PDFInfo
- Publication number
- CH661955A5 CH661955A5 CH440983A CH440983A CH661955A5 CH 661955 A5 CH661955 A5 CH 661955A5 CH 440983 A CH440983 A CH 440983A CH 440983 A CH440983 A CH 440983A CH 661955 A5 CH661955 A5 CH 661955A5
- Authority
- CH
- Switzerland
- Prior art keywords
- reinforced concrete
- concrete body
- dynamic
- connection
- connecting member
- Prior art date
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 10
- 239000004567 concrete Substances 0.000 title claims description 9
- 239000011150 reinforced concrete Substances 0.000 claims description 38
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 230000003068 static effect Effects 0.000 claims description 4
- 238000013016 damping Methods 0.000 claims description 3
- 238000010521 absorption reaction Methods 0.000 claims 1
- 230000002411 adverse Effects 0.000 claims 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000013013 elastic material Substances 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
- 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)
- Civil Engineering (AREA)
- Structural 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
Der Erfindung liegt daher die Aufgabe zugrunde, dynamischen und/oder statischen Kräften ausgesetzte Stahlbetonkörper herzustellen, die eine leicht herstellbare und wieder lösbare Verbindung mit anderen Baukonstruktionen ermöglichen. Dabei sollten die dynamischen Kräfte von der diese Kräfte unmittelbar aufnehmenden Konstruktion in vermindertem Masse auf den Stahlbetonkörper übertragen werden. The object of the invention is therefore to produce reinforced concrete bodies which are exposed to dynamic and / or static forces and which enable an easily producible and releasable connection to other building structures. The dynamic forces from the structure that directly absorbs these forces should be transferred to the reinforced concrete body to a lesser extent.
Zur Lösung der Aufgabe eignet sich das Verfahren nach dem Patentanspruch 1 sowie der nach dem Verfahren hergestellte Stahlbetonkörper gemäss Patentanspruch 2. Dabei sollte eine solche Verbindung gebildet werden, welche schnell und beschädigungslos herstellbar und wieder lösbar ist. Das dazu geeignete Verbindungsorgan sollte über die Oberfläche des Stahlbetonkörpers nicht hinausragen. Hierbei kann das Verbindungsorgan sich etwas keilförmig von der Oberfläche des Stahlbetonkörpers ausgehend nach innen verbreiternd ausgebildet im Betonkörper verankert sein. Hierdurch wird das Verbindungsorgan im Stahlbetonkörper fest verankert, ohne dass hierzu gesonderte Verbindungs- oder Befestigungsteile notwendig wären. Die Verankerung im Betonkörper kann einfach bei dessen Herstellung vorgenommen werden. Bei einer zweckmässigen Ausführungsform kann das Verbindungsorgan ein U-Profil aufweisen, welches sich in Richtung des Inneren des Betonkörpers verbreitert. Ferner kann das Verbindungsorgan ein Schwalbenschwanzprofil aufweisen, das in den Betonkörper eingelassen ist. Der Einbau des Verbindungsorgans in den Stahlbetonkörper kann somit einfach und gleichzeitig auf sofort belastbare Weise erfolgen. The method according to claim 1 and the reinforced concrete body produced according to the method according to claim 2 are suitable for achieving the object. Such a connection should be formed which can be produced and released again quickly and without damage. The suitable connecting element should not protrude beyond the surface of the reinforced concrete body. Here, the connecting member can be anchored in a somewhat wedge-shaped fashion, starting from the surface of the reinforced concrete body and widening inwards, in the concrete body. As a result, the connecting member is firmly anchored in the reinforced concrete body without the need for separate connecting or fastening parts. Anchoring in the concrete body can be done easily during its manufacture. In an expedient embodiment, the connecting member can have a U-profile, which widens in the direction of the interior of the concrete body. Furthermore, the connecting member can have a dovetail profile which is embedded in the concrete body. The installation of the connecting element in the reinforced concrete body can thus be carried out easily and at the same time in an immediately loadable manner.
Die Zeichnung zeigt ein besonders vorteilhaftes Ausführungsbeispiel des erfindungsgemässen Stahlbetonkörpers, zusammen mit zwei möglichen Anwendungen, die im folgenden näher beschrieben werden. Es zeigen: The drawing shows a particularly advantageous embodiment of the reinforced concrete body according to the invention, together with two possible applications, which are described in more detail below. Show it:
Figur 1 den Stahlbetonkörper in einem Ausführungsbeispiel als Stahlbetonplatte innerhalb einer Betonierform im Schnitt; Figure 1 shows the reinforced concrete body in one embodiment as a reinforced concrete slab within a concrete form in section;
Figur 2 eine erste Anwendung der Stahlbetonplatte gemäss Figur 1 und Figure 2 shows a first application of the reinforced concrete slab according to Figure 1 and
Figur 3 eine weitere Anwendung derselben Stahlbetonplatte. Figure 3 shows another application of the same reinforced concrete slab.
Die zum Betonieren der Stahlbetonplatte 2 dienende Betonierform 1 trägt an ihrem Boden ein Befestigungsorgan 4 für ein Verbindungsorgan 3, das in der zu betonierenden Stahlbetonplatte 2 verankert werden soll. Dieses Verbindungsorgan 3 besteht aus einem im Querschnitt etwa schwal-benschwanzförmigen U-Profil, welches über dem Befestigungsorgan 4 auf die Bodenplatte der Betonierform 1 aufgesetzt ist, in der dann die Stahlbetonplatte 2 betoniert wird. The concrete form 1 used for concreting the reinforced concrete slab 2 has at its bottom a fastening element 4 for a connecting element 3 which is to be anchored in the reinforced concrete slab 2 to be concreted. This connecting element 3 consists of a U-profile which is approximately dovetail-shaped in cross section and which is placed over the fastening element 4 on the base plate of the concrete form 1, in which the reinforced concrete plate 2 is then concreted.
Durch die Schwalbenschwanzform des Verbindungsorgans 3 wird dieses in der fertigen Stahlbetonplatte 2 fest verankert, ohne dass hierzu weitere Befestigungsmassnahmen notwendig waren. Das Verbindungsorgan 3 ist versenkt und ragt nicht über die Oberfläche der Stahlbetonplatte 2 hinaus. Dies wirkt sich nicht nur in der Herstellung, sondern auch in der Benutzung der Stahlbetonplatte 2 vorteilhaft aus, da in dieser Weise eine Beschädigung des Verbindungsorgans 3 weitgehend vermieden wird. Due to the dovetail shape of the connecting member 3, this is firmly anchored in the finished reinforced concrete slab 2, without further fastening measures being necessary for this. The connecting member 3 is sunk and does not protrude beyond the surface of the reinforced concrete plate 2. This has an advantageous effect not only in the production but also in the use of the reinforced concrete slab 2, since damage to the connecting member 3 is largely avoided in this way.
In der beschriebenen Weise kann eine Stahlbetonplatte 2 mit Verbindungsorgan 3 rasch und wirtschaftlich auch in Serienproduktion hergestellt werden, wodurch sich eine Vorfertigung des Stahlbetonkörpers anbietet. In the manner described, a reinforced concrete slab 2 with a connecting element 3 can also be produced quickly and economically in series production, as a result of which prefabrication of the reinforced concrete body is appropriate.
Im Falle einer elastischen Ausführung des Verbindungsorgans ist die Verbindung auch zur Verminderung dynamischer Krafteinwirkungen geeignet. In the case of an elastic design of the connecting member, the connection is also suitable for reducing dynamic forces.
Wegen des sich nach innen verbreitenden Verbindungsorgans 3 ist bei zweckmässiger Ausbildung der die dynamischen Kräfte unmittelbar aufnehmenden, z.B. aus Stahl bestehenden, Konstruktion die Anwendung eines gesonderten Verbindungsstückes unnötig. Ein schwingungsdämpfendes, elasti5 Because of the inwardly spreading connecting member 3, if the dynamic forces are directly designed, e.g. existing steel, construction the use of a separate connector unnecessary. A vibration damping, elasti5
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661 955 661 955
sches Material kann dabei zweckmässig verwendet werden. Das elastische Material kann zweckmässig Gummi, Kunstkautschuk, Kunststoff und dergl. sein. Wird eine starre Verbindung gewünscht, wird als Verbindungsmaterial selbstverständlich kein elastisches, sondern ein im wesentlichen unelastisches Material, z.B. Stahl, verwendet. cal material can be used appropriately. The elastic material can suitably be rubber, synthetic rubber, plastic and the like. If a rigid connection is desired, the connection material is of course not an elastic but an essentially inelastic material, e.g. Steel, used.
Das vorgeschlagene Verfahren kann rasch und einfach ohne Beschädigung von Einzelteilen ausgeführt werden, so dass eine zweckmässige Verbindung hergestellt und auch wieder gelöst werden kann. The proposed method can be carried out quickly and easily without damaging individual parts, so that an expedient connection can be established and also released again.
Bei dem in Figur 2 gezeigten Anwendungsbeispiel ist in das Verbindungsorgan 3 der Stahlbetonplatte 2 ein schwin- In the application example shown in FIG. 2, a vibrating element is
gungsverdichtetes 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. 5 Stahl, bestehen. tion-compressed or vibration-compressing suspension element 5 with the interposition of an elastic locking plate 6. To achieve a rigid connection, the locking plate can also be made of an inelastic material, e.g. 5 steel.
Bei der in Figur 3 gezeigten Ausführung ist eine starre Verbindung zwischen der Stahlbetonplatte 2 und einem in deren Verbindungsorgan 3 eingesetzten Verbindungsstück 7 vorgesehen, wobei zum Festklemmen des Verbindungsstückes io 7 im Verbindungsorgan 3 ein Befestigungskeil 8 vorhanden ist. In the embodiment shown 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 fastening wedge 8 being present in the connecting member 3 for clamping the connecting piece io 7.
G G
1 Blatt Zeichnungen 1 sheet of drawings
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 |
---|---|
CH661955A5 true CH661955A5 (en) | 1987-08-31 |
Family
ID=10948789
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CH440983A CH661955A5 (en) | 1982-01-28 | 1983-08-12 | METHOD FOR PRODUCING A STEEL CONCRETE BODY. |
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 |
---|---|---|---|---|
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 |
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 |
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. |
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 |
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
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
Also Published As
Publication number | Publication date |
---|---|
NL8302882A (en) | 1985-03-18 |
SE8304414D0 (en) | 1983-08-15 |
GB2145445A (en) | 1985-03-27 |
BE897563A (en) | 1983-12-16 |
GB2145445B (en) | 1986-11-26 |
HU183796B (en) | 1984-05-28 |
GB8322612D0 (en) | 1983-09-28 |
YU201882A (en) | 1986-06-30 |
SE8304414L (en) | 1985-02-16 |
FR2551119A1 (en) | 1985-03-01 |
DE3302701A1 (en) | 1983-08-04 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PL | Patent ceased |