DE1484011A1 - Lattice construction - Google Patents

Lattice construction

Info

Publication number
DE1484011A1
DE1484011A1 DE19641484011 DE1484011A DE1484011A1 DE 1484011 A1 DE1484011 A1 DE 1484011A1 DE 19641484011 DE19641484011 DE 19641484011 DE 1484011 A DE1484011 A DE 1484011A DE 1484011 A1 DE1484011 A1 DE 1484011A1
Authority
DE
Germany
Prior art keywords
profiles
lattice
structure according
legs
pieces
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.)
Granted
Application number
DE19641484011
Other languages
German (de)
Other versions
DE1484011C3 (en
DE1484011B2 (en
Inventor
Erwin Bergmann
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of DE1484011A1 publication Critical patent/DE1484011A1/en
Publication of DE1484011B2 publication Critical patent/DE1484011B2/en
Application granted granted Critical
Publication of DE1484011C3 publication Critical patent/DE1484011C3/en
Expired legal-status Critical Current

Links

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
    • E04B1/18—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
    • 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
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • E04B1/5818—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially U - form
    • 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
    • F16B12/00—Jointing of furniture or the like, e.g. hidden from exterior
    • F16B12/40—Joints for furniture tubing
    • 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
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B2001/2424—Clamping connections other than bolting or riveting
    • 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
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2475—Profile with an undercut grooves for connection purposes
    • 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
    • E04B2001/2481—Details of wall panels

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Tents Or Canopies (AREA)
  • Fencing (AREA)
  • Finishing Walls (AREA)

Description

Patentanmeldung " Gitterkonstruktion " Die Erfindung bezieht sich auf Gitterkonstruktionen aus C- oder ähnlich geformten Profilen bzw. Rohren. Bei den bekannten Konstruktionen dieser Art liegen die Schienen bzw. Rohre in einer Ebene, so daß die Profile stets in einer Richtung durchlaufen, in der anderen Richtung dagegen gestückelt eingesetzt sind. Mit anderen Worten stoßen die quer verlaufenden Profile stumpf gegen die durchlaufenden Profile. Daraus erwächst insbesondere in Verbindung mit den Plattenfüllungen ein erheblicher Nachteil. Dieser liegt darin, daß - abgesehen davon, daß eine Vielzahl von Verbindungselementen erforderlich ist, die wiederum einen erheblichen Kosten- und Arbeitsaufwand verursachen - die Stabilität der Konstruktion geschwächt wird. Patent application "lattice construction" The invention relates to lattice constructions made of C-shaped or similarly shaped profiles or tubes. In the known constructions of this type, the rails or tubes lie in one plane, so that the profiles always run through in one direction, while in the other direction they are inserted in pieces. In other words, the transverse profiles butt against the continuous profiles. A considerable disadvantage arises from this, especially in connection with the panel fillings. This is due to the fact that - apart from the fact that a large number of connecting elements is required, which in turn cause considerable expense and effort - the stability of the construction is weakened.

Um diese Mängel zu beseitigen, wird vorgeschlagen, die Profile mit den offenen Seiten sich gegenüberliegend in der Konstruktion anzuordnen. Dadurch ergibt sich die Möglichkeit, die Profile in beiden Richtungen durchlaufend anzuordnen, so daß bei Verwendung einer nur geringen Anzahl von Verbindungselementen Ersparnisse an Material und Lohn sowie eine hervorragende Qualität erzielt werden können* Auch besteht die Möglichkeit g unter Verzicht auf Schweißverbindun" gen die Profile vor dem Zusammenbau zu verzinken und aus ihnen korrosionsbeständige Gitterkonstruktionen herzustellen. Weitere Eigenheiten ergeben sich aus der nachfolgenden Beschreibung und den am Schluß aufgeführten Ansprüchen.To eliminate these shortcomings, it is suggested to use the profiles to arrange the open sides opposite each other in the construction. Through this there is the possibility of arranging the profiles continuously in both directions, so that when using only a small number of fasteners Savings in material and wages as well as excellent quality can be achieved * There is also the possibility of doing without welded connections to galvanize the profiles before assembly and make them corrosion-resistant Manufacture lattice structures. Further peculiarities result from the following Description and the claims listed at the end.

In der Zeichnung ist ein Ausführungsbeispiel einer Gitterkonstruktion wiedergegeben, und zwar zeigen Fig. 1 und 2 je eine perspektivische Darstellung eines Teilstücks einer Gitterkonstruktion b zwo eines Regals Figo 3 einen Ausschnitt gemäß der Linie A-A der Figur 1 in vergrößertem Maßstabe.In the drawing is an embodiment of a lattice construction reproduced, namely Fig. 1 and 2 each show a perspective view a section of a lattice structure b two of a shelf Figo 3 shows a detail according to the line A-A of Figure 1 on an enlarged scale.

Fig. 4 und 5 je eine perspektivische Darstellung eines Knotenpunktes b zw o eines Kreuzstückes mit Plattenfüllungen Fig. 6 eine perspektivische Darstellung eines Knotenpunktes mit einer Spezial-Abdeckleist e Fig. 7 einen Querschnitt durch ein Sonder-C-Profil. Erfindungsgemäß besitzen die Schienen ein C-förmiges Profil, dessen Schenkel gemäß Fig. 1 und 2 eine parallel zum Steg 1 verlaufende, anschließend einwärts gerichtete und sodann wieder parallel zum Steg verlaufende Abkantung 4,596 besitzen. Die derart ausgebildeten Profile sind mit den offenen Seiten unter Belassung eines Abstandes entsprechend der Stärke der Füllungen entgegengese'L-Izt gerichtet angeordnet und durch Kreuz-Stücke 7 und Spanneisen 8,9 mittels Schrauben 10, 11 miteinander verbunden, vergl. Fig. 3. Hierbei werden die Fugen zwischen den Plattenfüllungen und die außen- liegenden Teile der Kreuzstüoke durch Leisten abgedeckt.4 and 5 each show a perspective view of a node b zw o a cross piece with panel fillings. FIG. 6 shows a perspective view of a node with a special cover strip. FIG. 7 shows a cross section through a special C-profile. According to the invention, the rails have a C-shaped profile, the legs of which, according to FIGS. 1 and 2, have a bevel 4,596 running parallel to the web 1, then inwardly and then again running parallel to the web. The profiles formed in this way are arranged with the open sides facing in the opposite direction, leaving a distance corresponding to the thickness of the fillings, and are connected to one another by cross pieces 7 and clamping iron 8, 9 by means of screws 10, 11, see FIG. 3. The joints between the panel fillings and the outer parts of the cross pieces are covered by strips.

de nach Art der Gitterkonstruktionen können Kreuzstücke 12 verwendet werden, welche einen t-förmigen Querschnitt besitzen und am Steg-Klemmleisten 13 bzw. 14 aufweisen, auf welche C-förmige Abdeokschienen 15 befestigt werden können, welche die Fugen zwischen den Plattenfüllungen 16 verdenken, vgl. Fig. 4 und 5e Auf die Verwendung von Spanneisen kann dabei verzichtet werden.de cross pieces 12 can be used according to the type of lattice structures which have a T-shaped cross-section and are attached to the web clamping strips 13 or 14 have, on which C-shaped Abdeokschienen 15 can be attached, which blame the joints between the panel fillings 16, see FIGS. 4 and 5e There is no need to use clamps.

Sollen in gewissen fällen in eine bestehende Gitterkonstruktion Plattenfüllungen nachträglich eingebaut werden, so läßt sich dies erfindungsgemäß mit einer u-förmigen Abdeoksohiene 17 verwirklichen, deren Schenkel rechtwinklige Abkantungen 18 u. 19 nach außen und zwecks Bildung einer Nut parallel dazu verlaufende Stege 20, 21 besitzen.In certain cases, panel infills should be added to an existing grid structure are subsequently installed, this can be done according to the invention with a U-shaped Realize Abdeoksohiene 17, the legs of which have right-angled folds 18 and 19 have webs 20, 21 running parallel to the outside and in order to form a groove.

Um den Schienen für höhere Beanspruchungen eine größere Stabilität zu verleihen, wird vorgesohlagen, ein Rohr einseitig mit rechteckigem Quereohnitt in der Weise einzudrüoken, daß der hintere Teil 24 einen geschlossnen Quersohnittg der vordere Teil den eines C-Profils erhält# dessen Schenkel 259 26 und Abkantungen 27, 28 doppelte Wandstärken besitzen und dessen Steg 29 die Knickfestigkeit des Gesamtprofils er-i höht, vergl. Fig. 7. In order to give the rails greater stability for higher stresses, a pre-sole is used to press in a tube on one side with a rectangular cross section in such a way that the rear part 24 has a closed cross section, the front part has a C-profile # whose legs 259 26 and bevels have 27, 28 twice the wall thickness and the web 29, the buckling strength of the overall profile he höht-i, see Fig. Fig. 7.

Claims (1)

Patentansprüche 1.) Gitterkons-;-ruktion unter Verwendung von C- oder ähnlich ausgebildeten Profilen zum Herstellen von Gegenständen, wie z. B. Regalen, Zelten oder Gerüsten b zw. von Einzelteilen für Bauwerke, z. B. für Fertighäuser, und deren Verkleidungen, dadurch gekennzeichnet, daß die Profile mit den offenen Seiten sich gegenüberliegend in der Konstruktion angeordnet sind. 2.) Gitterkonstruktion nach Anspruch 1, dadurch gekennzeichnet, daß die Sehenkel der Profile eine parallel zum Steg verlaufende, anschließend einwärts gerichtete und sodann wieder parallel zum Steg verlaufende Abkantung (4,5,6) besitzen. 3.) Gitt erkonstruktion nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Profile an den Knotenpunkten durch Verbindungsstücke, z. B. Kreuz-, Winkel- oder T-Stücke miteinander verschraubt sind, welche inzdie durch die mehrfache Abkantung der Profilschenkel gebildeten Taschen eingreifen. 40) Gitterkonstruktion nach Anspruch 1, 2 oder 3, dadurch gekennzeichnet, daß der Abstand der waagerechten und der senkrechten Profile etwas größer als die Stärke der Platten-Füllung bzw. Ausfachung ist. 5.) Gitterkonstruktion nach Anspruch 1, 2, 3 oder 4, dadurch gekennzeichnet, dab die Taschen an den Profilschenkeln und die Kreuz-, Winkel- oder T- Stücke derart bemessen sind, daß die Einschiebenden der Verbindungsstücke schlüssig in die Tasche eingreifen. 60) Gitterkonstruktion nach Anspruch 1, 2, 3, 4 oder 5, dadurch gekennzeichnet, daß die ganten der Profilschenkel gerändelt sind. 7.) Gitterkonstruktion nach Anspruch 1, 2, 3, 4, 5, 6 oder 7, dadurch gekennzeichnet, daß auf der Innenseite der Abkantungen Spannmuttern bzw. Spannschienen aufliegen, mittels derer die Verbindungsstücke kraftschlüssig mit denihnen jeweils zugeordneten Profilen verschraubt sind. So) Gitterkonstruktion nach Anspruch 1, 2, 3, 4, 5, 6 oder 7, dadurch gekennzeichnet, daß die Profile an der offenen Seite mit Leisten abgedeckt sind, welche als Halterung für die Plattenfüllungen dienen. 9.) Gitterkonstruktion nach Anspruch 1,2,3,4,5,6, 7 oder 8, dadurch gekennzeichnet, daß die Abdeekleieten ein U-förmiges Profil aufweisen, dessen Schenkel rechtwinklige Abkantungen nach außen und zwecke Bildung einer Nut zur Aufnahme der Plattenfüllungen parallel zu diesen verlaufende Stege besitzen.Claims 1.) Lattice construction using C or similarly designed profiles for the manufacture of objects such. B. shelves, Tents or scaffolding b between individual parts for structures, e.g. B. for prefabricated houses, and their coverings, characterized in that the profiles with the open Pages are arranged opposite one another in the construction. 2.) Lattice construction according to claim 1, characterized in that the legs of the profiles are parallel running to the bridge, then inward and then parallel again have a bevel (4,5,6) running towards the web. 3.) Lattice construction according to claim 1 or 2, characterized in that the profiles at the nodes by connecting pieces, z. B. cross, angle or T-pieces are screwed together, which inzdie engage pockets formed by the multiple folds of the profile legs. 40) grid structure according to claim 1, 2 or 3, characterized in that the The distance between the horizontal and vertical profiles is slightly larger than the thickness the panel filling or infill is. 5.) Lattice structure according to claim 1, 2, 3 or 4, characterized in that the pockets on the profile legs and the Cross, angle or T-pieces are dimensioned in such a way that the inserting end of the The connecting pieces fit tightly into the pocket. 60) Lattice construction according to Claim 1, 2, 3, 4 or 5, characterized in that the ganten of the profile legs are knurled. 7.) Lattice structure according to claim 1, 2, 3, 4, 5, 6 or 7, characterized characterized in that clamping nuts or clamping rails on the inside of the folds rest, by means of which the connecting pieces are frictionally connected to each other assigned profiles are screwed. So) grid structure according to claim 1, 2, 3, 4, 5, 6 or 7, characterized in that the profiles on the open side are covered with strips, which serve as a holder for the panel fillings. 9.) Lattice structure according to claim 1,2,3,4,5,6, 7 or 8, characterized in that that the Abdeekleieten have a U-shaped profile, the legs of which are rectangular Edges to the outside and the purpose of forming a groove to accommodate the panel fillings have webs running parallel to these.
DE19641484011 1964-11-26 1964-11-26 Lattice construction for shelves, scaffolding, building skeletons, facade cladding or the like Expired DE1484011C3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEN0025872 1964-11-26

Publications (3)

Publication Number Publication Date
DE1484011A1 true DE1484011A1 (en) 1969-05-29
DE1484011B2 DE1484011B2 (en) 1973-06-07
DE1484011C3 DE1484011C3 (en) 1973-12-20

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ID=7343622

Family Applications (1)

Application Number Title Priority Date Filing Date
DE19641484011 Expired DE1484011C3 (en) 1964-11-26 1964-11-26 Lattice construction for shelves, scaffolding, building skeletons, facade cladding or the like

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DE (1) DE1484011C3 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3830675A1 (en) * 1988-09-09 1990-04-26 Brunet Stephan Dipl Ing Building

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3317948C2 (en) * 1983-05-17 1986-09-25 GBK Gesellschaft für Baukonstruktionen mbH, 7250 Leonberg Structure for glass facades, walls and / or roofs
DE3430612A1 (en) * 1984-08-20 1986-02-27 Baierl & Demmelhuber GmbH & Co Akustik & Trockenbau KG, 8121 Pähl METAL SPACES FROM INDIVIDUAL ELEMENTS FOR BUILDING BUILDINGS

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3830675A1 (en) * 1988-09-09 1990-04-26 Brunet Stephan Dipl Ing Building

Also Published As

Publication number Publication date
DE1484011C3 (en) 1973-12-20
DE1484011B2 (en) 1973-06-07

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C3 Grant after two publication steps (3rd publication)