DE4215686C1 - Connection for steel trapezoidal profiles with under construction - is used for roof or ceiling plates formed as concrete-steel union constructions - Google Patents
Connection for steel trapezoidal profiles with under construction - is used for roof or ceiling plates formed as concrete-steel union constructionsInfo
- Publication number
- DE4215686C1 DE4215686C1 DE19924215686 DE4215686A DE4215686C1 DE 4215686 C1 DE4215686 C1 DE 4215686C1 DE 19924215686 DE19924215686 DE 19924215686 DE 4215686 A DE4215686 A DE 4215686A DE 4215686 C1 DE4215686 C1 DE 4215686C1
- Authority
- DE
- Germany
- Prior art keywords
- steel
- substructure
- under construction
- roof
- connection
- 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 - Lifetime
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
Abstract
Description
Die Erfindung betrifft eine Verbindung nach dem Oberbegriff des Anspruchs 1.The invention relates to a connection according to the preamble of Claim 1.
Aus dem Prospekt "Hoesch Trapezprofil TRP 200" der Hoesch Siegerlandwerke GmbH, Info 4110.2, 07.91, B+F, ist es bekannt, Stahltrapezprofile, die als Dachkonstruktionselemente dienen, mit der Unterkonstruktion in der Art zu verbinden, daß man auf der Unterkonstruktion wie z. B. Dachbinder Montagebänder befestigt, auf denen wiederum V-förmige Stützelemente, deren Höhe der Höhe der Wellenberge der Stahltrapezprofile angepaßt sind, umgekehrt montiert werden. Die Stahltrapezprofile werden mit der Unterseite der Wellenberge, insbesondere mit ihren Ecken, auf die Spitzen der Stützelemente aufgelegt und an der Unterkonstruktion befestigt. Diese Konstruktion hat aber den Nachteil, daß durch das Übereinanderanordnen von Stahltrapezprofilen und Dachbindern die Gesamtbauhöhe dieser Dachkonstruktion sehr hoch ist.From the "Hoesch Trapezoidal Profile TRP 200" brochure from Hoesch Siegerlandwerke GmbH, Info 4110.2, 07.91, B + F, is it known Trapezoidal steel profiles that serve as roof construction elements with the Substructure to connect in such a way that one on the Substructure such as B. roof truss mounting tapes attached, on which in turn V-shaped support elements, the height of the height the wave crests of the steel trapezoidal profiles are adapted, vice versa to be assembled. The trapezoidal steel profiles are with the bottom the wave crests, especially with their corners, on the tops of the support elements and on the substructure attached. This construction has the disadvantage that the stacking of trapezoidal steel profiles and roof trusses the overall height of this roof structure is very high.
Ferner ist aus der DE-PS 30 04 615 ein Stahlleichtdach bekannt, das aus mit ihren Wellentälern direkt auf einer Unterkonstruktion aufliegenden Trapezprofilblechen besteht, auf denen eine durchgehende, die Wellentäler ausfüllende und die Wellenberge überdeckende Betonschicht angeordnet ist. Die Verbindung des Stahlleichtdaches bzw. der Trapezprofilbleche mit der Unterkonstruktion wird mittels Dübeln, die auf der Unterkonstruktion befestigt sind, im Bereich der Wellentäler durch diese hindurchgreifen und bis in die Betonschicht ragen, hergestellt. Neben der Tatsache, daß auch bei dieser Ausbildung die Bauhöhe sich aus der Summe der Höhe der Unterkonstruktion und der Höhe der Dachplatte ergibt, wird hier die Tragfähigkeit des Betons nur konstruktiv genutzt. Der Beton hat eine lastverteilende Funktion und eine bauphysikalische Funktion. Eine planmäßige und besonders wirtschaftliche Ausbildung der Unterzüge als Stahlverbundkonstruktion mit den Trapezprofilblechen ist nicht möglich.Furthermore, a steel lightweight roof is known from DE-PS 30 04 615, that with their wave valleys directly on a substructure there are trapezoidal profile sheets on which a continuous, filling the wave valleys and covering the wave crests Concrete layer is arranged. The connection of the steel lightweight roof or the trapezoidal profile sheets with the substructure is fixed by means of dowels, which are on the substructure are reaching through in the area of the troughs and protrude into the concrete layer. In addition to the fact that even with this training, the height is the sum the height of the substructure and the height of the roof panel, the load-bearing capacity of the concrete is only used constructively here. The concrete has a load-distributing function and a building physics function Function. A scheduled and particularly economical Training the joists as a steel composite construction with the trapezoidal profile sheets is not possible.
Außerdem zeigt die US-PS 31 08 662 eine Dach- oder Deckenkonstruktion aus Stahlkastenprofilen, die auf einer Unterkonstruktion angeordnet sind, wobei die Kastenprofile zusätzlich mit ihren oberen Flanschen auf quer auf Trägern der Unterkonstruktion angebrachten und von Träger zu Träger durchgehenden Stäben aufliegen. Diese durchgehenden Stäbe haben die Aufgabe, die Biegesteifigkeit der Kastenprofile über ihre gesamte Länge zu erhöhen und dadurch verstärkte Querschnitte zu schaffen.In addition, the US-PS 31 08 662 shows a roof or ceiling construction made of steel box profiles on a substructure are arranged, the box profiles additionally with their upper flanges across on supports of the substructure attached and continuous from carrier to carrier Support bars. These continuous bars have the task of Bending stiffness of the box profiles over their entire length increase and thereby create reinforced cross sections.
Von daher ist es Aufgabe der Erfindung, eine Verbindung der eingangs genannten Art zu schaffen, die in einfacher Weise bei Dach- bzw. Deckenplatten in Beton-Stahl-Verbundkonstruktion eine geringe Bauhöhe erlaubt.It is therefore an object of the invention to connect the input to create the type mentioned, which is simple in roof or ceiling panels in a concrete-steel composite construction low height allowed.
Nach der Erfindung wird die Aufgabe bei einer gattungsgemäßen Verbindung durch die im kennzeichnenden Teil des Anspruchs 1 angegebenen Merkmale gelöst.According to the invention, the task with a generic Connection by the in the characterizing part of claim 1 specified features solved.
Vorteilhafte und zweckmäßige Ausgestaltungen der erfindungsgemäßen Verbindung sind in den Ansprüchen 2 bis 7 angegeben.Advantageous and expedient embodiments of the invention Compound are given in claims 2 to 7.
Die Vorteile der Erfindung sind insbesondere darin zu sehen, daß die Bauhöhe einer derartigen Konstruktion sehr gering gehalten werden kann, wobei sich bei Anwendung bei Deckenplatten die einzelne Geschoßhöhe verringert, was sich bei mehreren Geschossen entsprechend vervielfältigt. Außerdem wird erst durch die Absenkung des sogenannten Plattenspiegels in die Verbundebene durch die Aufhängung der Stahltrapezprofile eine planmäßige Ausbildung der Unterkonstruktion als Beton-Stahl-Verbundkonstruktion mit der Dach- oder Deckenplatte ermöglicht.The advantages of the invention can be seen in particular in that the height of such a construction is kept very low can be, the individual when using ceiling tiles Floor height decreases, which is the case with several floors reproduced accordingly. In addition, only through the Lowering of the so-called plate level in the compound level due to the suspension of the steel trapezoidal profiles Training of the substructure as a concrete-steel composite construction with the roof or ceiling plate.
Anhand der Zeichnung wird die Erfindung im folgenden näher erklärt. Es zeigtThe invention is explained in more detail below with the aid of the drawing. It shows
Fig. 1 eine Ausführungsform in perspektivischer Ansicht, Fig. 1 shows an embodiment in perspective view;
Fig. 2 die Ausführungsform nach Fig. 1 für Deckenplatten im Schnitt. Fig. 2 shows the embodiment of FIG. 1 for ceiling tiles in section.
Wie aus den Fig. 1 und 2 hervorgeht, sind auf einer Unterkonstruktion, die als Stahlverbundträger 1 ausgebildet ist, quer kragarmartige Träger 2 befestigt, auf deren über den Stahlverbundträger 1 hinausragenden Enden 3 Stahltrapezprofile 4 mit den inneren Ecken 5 ihrer Wellenberge 6 aufgehängt sind. Die Wellenberge 6 sind somit fast auf die Ebene des Stahlverbundträgers 1 abgesenkt.As shown in FIGS. 1 and 2, seen transversely kragarmartige carriers 2 are on a substructure, which is designed as steel composite beam 1, mounted on the projecting beyond the steel composite beam 1 ends 3 steel trapezoidal profiles 4 with the inner corners 5 of their wave crests 6 suspended. The wave crests 6 are thus almost lowered to the level of the steel composite beam 1 .
Bei der Ausbildung nach der Fig. 2 ist das Stahltrapezprofil 4 mit einer durchgehenden, die Wellentäler 7 ausfüllende und die Wellenberge 6 überdeckende Betonschicht 8 versehen. Dadurch kann ein inniger Verbund zwischen den mit Beton ausgefüllten Wellentälern 7 und den Stahlverbundträgern 1 erreicht werden.In the embodiment according to FIG. 2, the trapezoidal steel profile 4 is provided with a continuous concrete layer 8 that fills the troughs 7 and covers the wave crests 6 . As a result, an intimate bond between the corrugated valleys 7 filled with concrete and the steel composite beams 1 can be achieved.
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19924215686 DE4215686C1 (en) | 1992-05-14 | 1992-05-14 | Connection for steel trapezoidal profiles with under construction - is used for roof or ceiling plates formed as concrete-steel union constructions |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19924215686 DE4215686C1 (en) | 1992-05-14 | 1992-05-14 | Connection for steel trapezoidal profiles with under construction - is used for roof or ceiling plates formed as concrete-steel union constructions |
Publications (1)
Publication Number | Publication Date |
---|---|
DE4215686C1 true DE4215686C1 (en) | 1993-11-11 |
Family
ID=6458715
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19924215686 Expired - Lifetime DE4215686C1 (en) | 1992-05-14 | 1992-05-14 | Connection for steel trapezoidal profiles with under construction - is used for roof or ceiling plates formed as concrete-steel union constructions |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE4215686C1 (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4414410A1 (en) * | 1994-04-26 | 1995-11-02 | Krupp Ag Hoesch Krupp | Connection between steel trapeze sections and support structure of roof |
DE4442211A1 (en) * | 1994-11-29 | 1996-06-05 | Hoesch Siegerlandwerke Gmbh | Roofing sheets with corrugations of trapezium-shaped cross=section |
FR2860814A1 (en) * | 2003-10-14 | 2005-04-15 | Usinor | Panel for self-supporting formwork, has lateral cores extending towards bottom and outside central band, and having stiffeners which are placed in portions of cores working in compression when panel covers concrete |
FR2860815A1 (en) * | 2003-10-14 | 2005-04-15 | Usinor | Transversal beam and self-supporting shuttering panel connecting device for building site, has lever arranged on upper flange of transversal beam by longitudinal rib of upper central band of profiled panel of shuttering panel |
EP1600574A1 (en) | 2004-05-25 | 2005-11-30 | Usinor | Connection device for concrete/steel composite structure for floors or roofs |
DE102013019497A1 (en) | 2013-11-21 | 2015-05-21 | Hoesch Bausysteme GbmH | Designed as a concrete-steel composite construction roof or ceiling plate |
DE102017004253A1 (en) * | 2017-05-04 | 2018-11-08 | HIB Huber Integral Bau GmbH | additive Floor |
WO2019034730A1 (en) | 2017-08-16 | 2019-02-21 | Thyssenkrupp Steel Europe Ag | Steel trapezoidal profiled element and use thereof |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US530744A (en) * | 1894-12-11 | Floor construction | ||
US3108662A (en) * | 1958-11-12 | 1963-10-29 | Harvey W Schick | Building construction |
DE3004615C2 (en) * | 1980-02-08 | 1986-03-13 | Hoesch Ag, 4600 Dortmund | Light steel roof |
DD252024A1 (en) * | 1986-08-08 | 1987-12-02 | Metalleichtbaukombinat Werk In | CONCRETE STEEL CONCRETE CEILING WITH LOST FORMWORK |
-
1992
- 1992-05-14 DE DE19924215686 patent/DE4215686C1/en not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US530744A (en) * | 1894-12-11 | Floor construction | ||
US3108662A (en) * | 1958-11-12 | 1963-10-29 | Harvey W Schick | Building construction |
DE3004615C2 (en) * | 1980-02-08 | 1986-03-13 | Hoesch Ag, 4600 Dortmund | Light steel roof |
DD252024A1 (en) * | 1986-08-08 | 1987-12-02 | Metalleichtbaukombinat Werk In | CONCRETE STEEL CONCRETE CEILING WITH LOST FORMWORK |
Non-Patent Citations (2)
Title |
---|
DE-Z.: "Der Stahlbau", 1981, H.11, S.321-327 * |
Prospekt der Fa. HOESCH SIEGERLANDWERKE GmbH, 5900 Siegen: "Hoesch Trapezprofil TRP 200", Druckvermerk "Info 4110.2, 07.91, B + F" * |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4414410A1 (en) * | 1994-04-26 | 1995-11-02 | Krupp Ag Hoesch Krupp | Connection between steel trapeze sections and support structure of roof |
DE4442211A1 (en) * | 1994-11-29 | 1996-06-05 | Hoesch Siegerlandwerke Gmbh | Roofing sheets with corrugations of trapezium-shaped cross=section |
FR2860814A1 (en) * | 2003-10-14 | 2005-04-15 | Usinor | Panel for self-supporting formwork, has lateral cores extending towards bottom and outside central band, and having stiffeners which are placed in portions of cores working in compression when panel covers concrete |
FR2860815A1 (en) * | 2003-10-14 | 2005-04-15 | Usinor | Transversal beam and self-supporting shuttering panel connecting device for building site, has lever arranged on upper flange of transversal beam by longitudinal rib of upper central band of profiled panel of shuttering panel |
WO2005038159A1 (en) * | 2003-10-14 | 2005-04-28 | Usinor | Large-span self-supporting metal formwork |
WO2005038158A1 (en) * | 2003-10-14 | 2005-04-28 | Usinor | Connector for a self-supporting formwork for the production of a concrete and steel composite floor |
EP1600574A1 (en) | 2004-05-25 | 2005-11-30 | Usinor | Connection device for concrete/steel composite structure for floors or roofs |
DE102013019497A1 (en) | 2013-11-21 | 2015-05-21 | Hoesch Bausysteme GbmH | Designed as a concrete-steel composite construction roof or ceiling plate |
EP2876224A1 (en) | 2013-11-21 | 2015-05-27 | Hoesch Bausysteme GmbH | Roof or ceiling panel in the form of concrete-steel composite structure |
DE102013019497B4 (en) | 2013-11-21 | 2020-08-06 | Kingspan GmbH | Roof or ceiling slab designed as a concrete-steel composite construction |
DE102017004253A1 (en) * | 2017-05-04 | 2018-11-08 | HIB Huber Integral Bau GmbH | additive Floor |
DE102017004253B4 (en) | 2017-05-04 | 2021-09-23 | HIB Huber Integral Bau GmbH | Additive blanket |
WO2019034730A1 (en) | 2017-08-16 | 2019-02-21 | Thyssenkrupp Steel Europe Ag | Steel trapezoidal profiled element and use thereof |
DE102017214271A1 (en) | 2017-08-16 | 2019-02-21 | Thyssenkrupp Ag | Steel trapezoidal profile and its use |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
8100 | Publication of the examined application without publication of unexamined application | ||
D1 | Grant (no unexamined application published) patent law 81 | ||
8364 | No opposition during term of opposition | ||
R071 | Expiry of right | ||
R071 | Expiry of right |