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DE1853339U - DOUBLE T-BEAM WITH INSULATION. - Google Patents

DOUBLE T-BEAM WITH INSULATION.

Info

Publication number
DE1853339U
DE1853339U DEA18006U DEA0018006U DE1853339U DE 1853339 U DE1853339 U DE 1853339U DE A18006 U DEA18006 U DE A18006U DE A0018006 U DEA0018006 U DE A0018006U DE 1853339 U DE1853339 U DE 1853339U
Authority
DE
Germany
Prior art keywords
double
insulating
fork
beam according
layer
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
Application number
DEA18006U
Other languages
German (de)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Constellium Singen GmbH
Original Assignee
Aluminium Walzwerke Singen GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Aluminium Walzwerke Singen GmbH filed Critical Aluminium Walzwerke Singen GmbH
Priority to DEA18006U priority Critical patent/DE1853339U/en
Publication of DE1853339U publication Critical patent/DE1853339U/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/28Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of materials not covered by groups E04C3/04 - E04C3/20
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/043Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452H- or I-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Thermal Insulation (AREA)
  • Building Environments (AREA)

Description

Doppel-T-Träger mit Isolation ============================= Die Neuerung bezieht sich auf einen Doppel-T-Träger, vorzugsweise aus Aluminium, welcher im Steg mit einer längslaufenden Isolierzwischenlage versehen ist, so dass ein Wärmefluss im Steg von einem Flansch zum andern unterbrochen ist. Die Tragfähigkeit des Trägers wird durch die Isolierung nicht verminderte Bekannt sind wärmeisolierte Doppel-T-Träger, die aus einfachen T-Profilen zusammengesetzt sind, indem die beiden Stege einander übergreifende unter Zwischenlage eines Isolierstreifens miteinander verschraubt sind. Solche Träger werden beispielsweise zu Lukenabdeckungen von Schiffskühlräumen zusammengeschweisst. Aus Gründen der besseren Wärmeisolierung wäre es günstig, auch die zu diesen Lukenabdeckungen gehörigen Schiebebalken, die ebenfalls die Form eines Doppel-T-Trägers aufweisen, mit einer den Wärmefluss unterbindenden Isolierzwischenlage zu versehen.Double T-beam with insulation ============================== The innovation relates to a double T-beam, preferably made of aluminum, which is provided with a longitudinal insulating intermediate layer in the web, so that a heat flow in the web from one flange to the other is interrupted. The load-bearing capacity of the girder is not reduced by the insulation. Known are heat-insulated double-T girders, which are composed of simple T-profiles by screwing the two crosspieces together with an insulating strip in between. Such beams are welded together, for example, to form hatch covers for ship refrigeration rooms. For reasons of better thermal insulation, it would be advantageous to also provide the sliding bars belonging to these hatch covers, which also have the shape of a double T-beam, with an insulating intermediate layer that prevents the flow of heat.

Die erwähnte Art, solche Träger herzustellen, hat den Nachteil, dass infolge der aussermittigen Krafteinleitung in die mit einer Isolierzwischenlage nebeneinander geschraubten Stege, ~ der Träger zum Kippen neigt bzw. der Lukendeckel in seiner Oberfläche wellenförmig verwölbt wird. Um diese Gefahr zu vermindern, dürfen die Isolierstreifen nur wenige mm dick sein. Die Wärmeleitzahl eines solchen Trägers kann daher nur auf einen relativ schlechten Wert gebracht werden, zumal die Verbindungsschrauben zusätzliche Wärmebrücken durch den Isoliersteg bilden.The aforementioned way of producing such carriers has the disadvantage that due to the eccentric introduction of force into the with an insulating layer bars screwed next to each other, ~ the girder tends to tip over or the hatch cover is curved in its surface in a wave-like manner. To lessen this danger, the insulating strips may only be a few mm thick. The coefficient of thermal conductivity of such a The carrier can therefore only be brought to a relatively poor value, especially since the connecting screws form additional thermal bridges through the insulating bar.

Neuerungsgemäss besteht der Doppel-T-Träger aus zwei mit den Stegen gegeneinander gerichteten, über die Isolierzwischenlage in Abstand miteinander verbundenen, einfachen T-Profilen, die symmetrisch zusammengesetzt sind.According to the innovation, the double T-beam consists of two with the webs facing each other, connected to one another at a distance via the insulating layer, simple T-profiles, which are put together symmetrically.

In der Zeichnung sind verschiedene Ausführungsformen der Neuerung dargestellt. Nach Fig. 1 sind die T-Profile 1 an den Enden ihrer Stege 2 mit einer Gabel 3 versehen, in welche ein Isolierstreifen 4 eingesetzt ist. Dieser besteht vorzugsweise aus Vulkanfiber ; es kann aber auch irgend ein anderes wärmeisolierendes Material verwendet werden. Der Streifen kann, wie in Fig. 1 dargestellt, durch Schrauben in der Gabel befestigt sein er kann aber auch eingeklebt sein. Das T-Profil kann mit der Gabel aus einem Stück bestehen und durch Strangpressen hergestellt sein, oder die Gabel kann an den Steg angeschweisst sein. Gemäss Fig. 2 ist die Gabel durch Laschen 5 gebildet, d. h. die Isolierzwischenlage 4 ist durch Laschen mittels Schrauben oder Klebung mit den Stegen 2 verbunden. Der Träger wird auf diese Weise voll symmetrisch, wodurch die Gefahr der Biege-Drill-Knickung vermieden wird. Die Gabel kann auch entsprechend Fig. 3 dadurch ersetzt werden, dass die gegeneinander gerichteten Stege 2 der T-Profile durch zwei laschenförmig aufgeschraubte Isolierbänder 6 verbunden werden. Hierbei besteht die Möglichkeit, den entstehenden Hohlraum 7 z. B. mit Isolierwolle zu füllen.Various embodiments of the innovation are shown in the drawing. According to Fig. 1, the T-profiles 1 are provided at the ends of their webs 2 with a fork 3 into which an insulating strip 4 is inserted. This is preferably made of vulcanized fiber; however, any other heat-insulating material can also be used. As shown in FIG. 1, the strip can be fastened in the fork by screws, but it can also be glued in place. The T-profile can consist of one piece with the fork and be produced by extrusion, or the fork can be welded to the web. According to Fig. 2, the fork is formed by tabs 5, ie the The intermediate insulating layer 4 is connected to the webs 2 by means of straps by means of screws or adhesives. In this way, the beam becomes fully symmetrical, which avoids the risk of bending and twisting buckling. The fork can also be replaced according to FIG. 3 in that the mutually directed webs 2 of the T-profiles are connected by two tab-shaped screwed insulating strips 6. Here there is the possibility of the resulting cavity 7 z. B. to be filled with insulating wool.

Die Stegunterbrechung durch den Isolierstreifen liegt im Bereich der neutralen Faser, und ist somit an der Tragfähigkeit des Trägers kaum beteiligt. Die Zwischenlage wird daher hauptsächlich durch Schubspannungen beansprucht, die der im Querschnitt auftretenden Querkraft proportional sind. Der solierwert des Trägers ist proportional der Höhe des Streifens und umgekehrt proportional seiner Dicke. Diese muss so ausgelegt werden, dass die in der neutralen Faser auftretenden Schubkräfte ausgehalten werden, Die Schrauberbindung hat bei dem erfindungsgemässen Träger keinen Einfluss auf seine Wärmeleitzahl. Sie muss auf die in der Schraubenebene auftretenden Schubkräfte dimensioniert werden, Gemäss Fig. 4 ist es auch möglich, eine Flächenpressung zwischen Schraube und Isoliermaterial dadurch zu umgehen, dass der Isolierstreifen an seinen in die Gabeln eingesetzten Längsrändern mit einer Armierung aus Metall verklebt wird, welche diese Flächenpressung aufzunehmen im Stande ist,The web interruption by the insulating strip is in the area of neutral fiber, and is therefore hardly involved in the load-bearing capacity of the carrier. The intermediate layer is therefore mainly stressed by shear stresses that are proportional to the transverse force occurring in the cross-section. The isolation value of the The carrier is proportional to the height of the strip and inversely proportional to it Thickness. This must be designed in such a way that those occurring in the neutral fiber Shear forces are withstood, The screwdriver binding has in the inventive Carrier does not affect its coefficient of thermal conductivity. It has to be on the screw plane occurring shear forces are dimensioned, According to Fig. 4, it is also possible to circumvent surface pressure between the screw and the insulating material in that the insulating strip on its longitudinal edges inserted into the forks with a Reinforcement made of metal is glued, which absorb this surface pressure in the Is able to

Claims (4)

ch4u-i- J ;-- Ansprüche
1. Doppel-T-Träger mit einer längslaufenden Isolierzwischenlage im
Steg, dadurch gekennzeichnet, dass er aus zwei mit den Stegen (2) gegeneinander gerichteten über die Isolierzwischenlage in Abstand miteinander verbundenen, einfachen T-Profilen symmetrisch zusammengesetzt ist.
ch4u-i- J; - Expectations
1. Double T-beam with a longitudinal insulating layer in the
Web, characterized in that it is composed symmetrically of two simple T-profiles, which are directed towards one another via the insulating intermediate layer, and are symmetrically connected to one another at a distance.
2. Doppel-T-Träger nach Anspruch l, dadurch gekennzeichnet, dass die gegeneinander gerichteten Stegenden je eine Gabel (3) aufweisen, in welche die Isolierzwischenlage (4) eingesetzt ist.2. Double-T-beam according to claim l, characterized in that the mutually facing web ends each have a fork (3) in which the insulating intermediate layer (4) is inserted. 3. Doppel-T-Träger nach Anspruch l, dadurch gekennzeichnet, dass die Isolierzwischenlage (4) durch Laschen (5) mit den Stegenden verbunden ist.3. Double-T-beam according to claim l, characterized in that the Intermediate insulating layer (4) is connected to the web ends by tabs (5). 4. Doppel-T-Träger nach Anspruch 1, dadurch gekennzeichnet, dass die beiden gegeneinander gerichteten Stege durch zwei Isolierbänder (6) miteinander verbunden sind.4. Double-T-beam according to claim 1, characterized in that the two mutually directed webs with one another by two insulating tapes (6) are connected. 5, Doppel-T-Träger nach Anspruch 2, dadurch gekennzeichnet, dass die Isolierzwischenlage an ihren in die Gabel eingesetzten Längsrändern durch eine Metallauflage verstärkt ist,5, double T-beam according to claim 2, characterized in that the Intermediate insulating layer on its longitudinal edges inserted into the fork through a metal layer is reinforced,
DEA18006U 1962-03-10 1962-03-10 DOUBLE T-BEAM WITH INSULATION. Expired DE1853339U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEA18006U DE1853339U (en) 1962-03-10 1962-03-10 DOUBLE T-BEAM WITH INSULATION.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEA18006U DE1853339U (en) 1962-03-10 1962-03-10 DOUBLE T-BEAM WITH INSULATION.

Publications (1)

Publication Number Publication Date
DE1853339U true DE1853339U (en) 1962-06-14

Family

ID=32997839

Family Applications (1)

Application Number Title Priority Date Filing Date
DEA18006U Expired DE1853339U (en) 1962-03-10 1962-03-10 DOUBLE T-BEAM WITH INSULATION.

Country Status (1)

Country Link
DE (1) DE1853339U (en)

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