DE102004015772B4 - Connecting element made of steel - Google Patents
Connecting element made of steel Download PDFInfo
- Publication number
- DE102004015772B4 DE102004015772B4 DE200410015772 DE102004015772A DE102004015772B4 DE 102004015772 B4 DE102004015772 B4 DE 102004015772B4 DE 200410015772 DE200410015772 DE 200410015772 DE 102004015772 A DE102004015772 A DE 102004015772A DE 102004015772 B4 DE102004015772 B4 DE 102004015772B4
- Authority
- DE
- Germany
- Prior art keywords
- connecting element
- element according
- anchoring
- anchoring body
- adjusting screw
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 17
- 239000010959 steel Substances 0.000 title claims abstract description 17
- 238000004873 anchoring Methods 0.000 claims abstract description 30
- 239000004567 concrete Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 claims description 2
- 230000001419 dependent effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000001066 destructive effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Classifications
-
- 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
- E04B1/4128—Elements with sockets receiving adjustable or removal 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2463—Connections to foundations
-
- 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
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Abstract
Verbindungselement aus Stahl zur Verbindung von vorgefertigten Bauteilen, bestehend aus einem einzubetonierender oder einzuschweißender Verankerungskörper mit Innengewinde und einer in dieses Innengewinde greifender Montageschraube dadurch gekennzeichnet, dass die Montageschraube (4), durch eine größere, durchbohrte, konzentrische Justierschraube (3) hindurch, in den Verankerungskörper (2) geschraubt ist.connecting element made of steel for connecting prefabricated components, consisting from an anchoring body to be embedded or welded in Internal thread and a cross in this internal thread mounting screw characterized in that the mounting screw (4), by a larger, pierced, concentric adjusting screw (3), into the anchoring body (2) screwed.
Description
Die
Erf
Im Montagebau ist es häufig nötig Stahlbeton- oder Stahlteile mit anderen, vorgefertigten Stahlbeton- oder Stahlteilen so zu verbinden, dass Druck-, Zug- oder Querkräfte, oder eine Kombination von diesen Kräften, übertragen werden können. Hierbei sind meist auch fertigungs- oder montagebedingte Toleranzen auszugleichen oder Teile einzupassen.in the Assembly is common necessary reinforced concrete or steel parts with other prefabricated reinforced concrete or steel parts connect so that pressure, tensile or shear forces, or a combination from these forces, transmitted can be. Here are usually manufacturing or assembly-related tolerances compensate or fit parts.
Bekannte Methoden sind das Einbetonieren von Ankerschienen für Spezialschrauben, von Ankern mit Innengewinde für normale Maschinenschrauben, von Gewindebolzen für normale Muttern. Bei diesen Methoden erfolgt die Justierung i. allg. durch unterlegen von Blech- oder Flachstahlstreifen und damit nicht stufenlos. Bei Ankerschienen sind die zulässigen Zug- und Querkräfte abhängig von den Bauteilabmessungen und in der Größe begrenzt. Known Methods are the concreting of anchor channels for special screws, of anchors with internal thread for normal machine screws, from threaded bolt for normal nuts. In these Methods, the adjustment is done i. generally by inferior sheet metal or flat steel strips and thus not stepless. At anchor channels are the allowed ones Tensile and shear forces dependent limited by the component dimensions and in size.
Bei Gewindebolzen kann mit einer Kontermutter justiert werden, aber die übertragbaren Druck- und Querkräfte sind begrenzt; auch ist keine Vorspannung der Schraubverbindung möglich.at Threaded bolt can be adjusted with a lock nut, but the transferable Pressure and shear forces are limited; also is no bias of the screw possible.
Eine weitere bekannte Methode ist das Setzen von Dübeln. Diese haben ähnliche Nachteile wie oben: Tragfähigkeit abhängig von der Bauteilgröße und relativ begrenzt und ebenfalls nur durch Unterlagen justierbar.A Another known method is the setting of dowels. These have similar Disadvantages as above: load capacity dependent from the component size and relative limited and also adjustable only by documents.
Ebenfalls bekannt ist die Verbindung durch örtliches Schweißen. Hier müssen in die Stahlbetonbauteile Sfahlankerplatten eingebaut sein. Die zu montierenden Bauteile werden entweder direkt oder durch Zwischenschaltung von Stahlfuttern verschweißt. In letztem Falle ist eine gute Justierbarkeit gegeben. Die örtliche Schweißung erfordert aber mehr Zeit als eine Schraubmontage, ist u.U. wetterabhängig und setzt besonders qualifiziertes Personal und Spezialgeräte voraus. Diese Verbindungen sind außerdem nicht nachjustierbar und nicht zerstörungsfrei demontierbar.Also the connection is known by local welding. Here have to be installed in the reinforced concrete Sfahlankerplatten. The components to be mounted are either directly or through interposition welded by steel chucks. In the latter case, a good adjustability is given. The local welding but requires more time than a screw mounting, may u.U. weather dependent and requires particularly qualified personnel and special equipment. These links are as well not adjustable and non-destructive dismountable.
Aufgabe der vorliegenden Erfindung ist es daher, eine verbesserte Montagemöglichkeit für den Montagebau zu schaffen.task The present invention is therefore an improved mounting option for assembly to accomplish.
Die Aufgabe wird erfindungsgemäß entsprechen den in Anspruch 1 angegebenen Merkmalen gelöst. Vorteilhafte Ausgestaltungen sind in den Unteransprüchen angegeben.The Task will correspond to the invention solved the features specified in claim 1. Advantageous embodiments are in the subclaims specified.
Die Erfindung zeichnet sich durch eine einfache Konstruktion aus, die aber gegenüber dem Stand der Technik deutliche Vorteile bringt.The Invention is characterized by a simple construction, the but opposite the prior art brings significant benefits.
Erfindungsgemäß ist vorgesehen, dass im zuerst hergestellten oder montierten Bauteil ein Verankerungskörper mit Innengewinde und geeigneter Verankerung einbetoniert bzw. in Stahlteile eingeschweißt wird. In diesen Verankerungskörper kann zu Montage eines weiteren Bauteiles eine Schraube eingedreht werden. Bis hier handelt es sich um den Stand der Technik.According to the invention, it is provided that in the first manufactured or assembled component an anchoring body with Internal thread and suitable anchoring embedded in concrete or in steel parts shrink wrapped becomes. In this anchoring body can screwed to install another component a screw become. Until now, it is the state of the art.
Erfindungsgemäß ist aber nunmehr vorgesehen, dass der Verankerungskörper noch ein größeres Innengewinde erhält, in das eine durchbohrte Justierschraube gedreht wird.However, according to the invention now provided that the anchoring body still a larger internal thread gets into which a pierced adjustment screw is turned.
Zur Aufnahme dieses Gewindes wird der Verankerungskörper länger als normal ausgeführt. Die Justierschraube hat eine mittige Längsbohrung, durch die hindurch die Montageschraube in den Verankerungskörper geschraubt wird.to Taking this thread, the anchoring body is made longer than normal. The Adjustment screw has a central longitudinal bore, through which the mounting screw is screwed into the anchoring body.
Diese Justierschraube ermöglicht auch große Toleranzen druckfest und stufenlos auszugleichen Dies erfolgt bei kleinen Toleranzen nur durch das Verdrehen, bei großen zusätzlich durch entsprechende Wahl der Länge der Justierschrauben.These Adjustment screw allows also great Tolerances resistant to pressure and infinitely variable This is done at small tolerances only by twisting, in large addition by appropriate choice of length the adjusting screws.
(Vorteile gegen über dem Stand der Technik)(Advantages over the State of the art)
Die Erfindung weist außer schneller, justierbarer, zug- und druckfester Montage auch insoweit große Vorteile auf, dass ein Einbau in jeder Lage (seitlich, unten, über Kopf und auch schräg), eine Vorjustierung und auch eine nachträgliche Justierung möglich ist, eine gezielte Vorspannung aufgebracht werden kann und die Verbindung jederzeit wieder gelöst werden kann.The Invention except faster, adjustable, tension- and pressure-resistant assembly also in this respect great advantages on that one installation in each position (laterally, down, over head and also obliquely), a pre-adjustment and a subsequent adjustment is possible, a targeted bias can be applied and the connection always solved again can be.
(Weitere Ausgestaltung der Erfindung)(Further embodiment the invention)
Vorteilhafte Ausgestaltungen der Erfindung sind in den Unteransprüchen angegeben.advantageous Embodiments of the invention are specified in the subclaims.
Erläuterung der Ausführungsbeispieleexplanation the embodiments
Die Erfindung wird nachfolgend anhand von Ausführungsbeispielen näher erläutert.The The invention will be explained in more detail with reference to embodiments.
Dabei zeigen im Einzelnen:there show in detail:
In
Der
Verankerungskörper
(
Der
Verankerungskörper
(
Die
Justierschraube (
Die
In
Der
Verankerungskörper
(
Die
Montageschraube (
Wenn
die Justierschrauben (
Der
Kopf der Justierschraube (
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200410015772 DE102004015772B4 (en) | 2004-03-31 | 2004-03-31 | Connecting element made of steel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200410015772 DE102004015772B4 (en) | 2004-03-31 | 2004-03-31 | Connecting element made of steel |
Publications (2)
Publication Number | Publication Date |
---|---|
DE102004015772A1 DE102004015772A1 (en) | 2005-10-20 |
DE102004015772B4 true DE102004015772B4 (en) | 2007-09-27 |
Family
ID=35033992
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE200410015772 Expired - Fee Related DE102004015772B4 (en) | 2004-03-31 | 2004-03-31 | Connecting element made of steel |
Country Status (1)
Country | Link |
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DE (1) | DE102004015772B4 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111231057A (en) * | 2018-11-28 | 2020-06-05 | 北京市飞翔建筑艺术雕刻有限责任公司 | Embedded part, concrete prefabricated part, dry hanging system and embedded method |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109339247B (en) * | 2018-11-12 | 2020-11-03 | 中国十七冶集团有限公司 | Split type embedded part for prefabricated staircase and use method thereof |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0428874A2 (en) * | 1989-11-18 | 1991-05-29 | Joachim Zillgen | Connection element for framework structures made of tubes and nodes |
DE9211653U1 (en) * | 1992-08-29 | 1992-11-19 | Werth-Holz Gmbh & Co Kg, 5950 Finnentrop, De | |
DE3638499C2 (en) * | 1986-11-11 | 1996-01-11 | Moser Karl Dipl Ing Fh | Wooden connector |
-
2004
- 2004-03-31 DE DE200410015772 patent/DE102004015772B4/en not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3638499C2 (en) * | 1986-11-11 | 1996-01-11 | Moser Karl Dipl Ing Fh | Wooden connector |
EP0428874A2 (en) * | 1989-11-18 | 1991-05-29 | Joachim Zillgen | Connection element for framework structures made of tubes and nodes |
DE9211653U1 (en) * | 1992-08-29 | 1992-11-19 | Werth-Holz Gmbh & Co Kg, 5950 Finnentrop, De |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111231057A (en) * | 2018-11-28 | 2020-06-05 | 北京市飞翔建筑艺术雕刻有限责任公司 | Embedded part, concrete prefabricated part, dry hanging system and embedded method |
Also Published As
Publication number | Publication date |
---|---|
DE102004015772A1 (en) | 2005-10-20 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
8122 | Nonbinding interest in granting licences declared | ||
8110 | Request for examination paragraph 44 | ||
8364 | No opposition during term of opposition | ||
R119 | Application deemed withdrawn, or ip right lapsed, due to non-payment of renewal fee |