DE473848C - Framework for space-enclosing buildings - Google Patents
Framework for space-enclosing buildingsInfo
- Publication number
- DE473848C DE473848C DEU9281D DEU0009281D DE473848C DE 473848 C DE473848 C DE 473848C DE U9281 D DEU9281 D DE U9281D DE U0009281 D DEU0009281 D DE U0009281D DE 473848 C DE473848 C DE 473848C
- Authority
- DE
- Germany
- Prior art keywords
- space
- framework
- enclosing
- hollow
- posts
- 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
Links
- 241001669679 Eleotris Species 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 241000219492 Quercus Species 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000002787 reinforcement Effects 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
- E04B1/18—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
-
- 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
- E04B2001/2451—Connections between closed 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
- E04B2001/2481—Details of wall panels
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Description
Fachwerk für raumabschließende Bauten Die Erfindung betrifft ein Fachwerk für raumabschließende Baueben, das aus übereck gestellten Vlexkantstäbien mit gevierdger Querschxdttsuang rentun,g besteht. Das Neue Iüegt darin, daß hohle Pfosten mit dachförmig unterschnittenen Enden bündig auf den schräg liegenden Flächen der auf reine Kante gestellten hohlen Holme aufsitzen.Truss for space-enclosing buildings The invention relates to a truss For space-enclosing building levels, the square-edged square rod with square bars Querschxdttsuang rentun, g exists. The novelty lies in the fact that hollow posts are roof-shaped undercut ends flush with the sloping surfaces of the pure edge the hollow stiles provided.
Hierbei wird bei besonders geringem Baustoffaufwand ein hohes 'GViderstandsmoment quer zur. Fachwerksebenieerreicht. Weiteir ergibt der eigenartige Stoß zwischen Pfosten und Holmen :ein selbsttätiges Zurechtstellen der Stäbe während des Zusammenbaues auf richtigen Winkel. und auf Flucht und de Möglichkeit, zur. Verbindung der Stäbe einfache Klemmlaschen zu benutzen unter Vierin.eidung der den Stabquerschnitt schwächenden Bohrungen. Wie bei anderen Hohlstäben ist ferner durch Einführen vorn Stäben in deal Hohlraum eine Verstärkung möglich. Hierfür kann bei dem hoichkant verwendeten Vierhantstab ein einfaches, @ebenfalls hochkant gestelltes Flacheisen dienen.This results in a high moment of resistance with a particularly low amount of building materials across the. Half-timbered level reached. Furthermore, there is the peculiar thrust between Posts and stiles: an automatic adjustment of the bars during assembly at the right angle. and on the run and the possibility to. Connection of the bars Simple clamping straps can be used while avoiding those that weaken the rod cross-section Drilling. As with other hollow rods, rods are inserted in the front deal cavity reinforcement possible. This can be used with the hoichkant Square bar is a simple flat iron that is also placed on edge.
Ausführungsbeispiele der Erfindung sind auf der Zeichnung dargestellt, und zwar zeigt Abb. z die Schwellenauflage auf dein Grundbau in senkrechtem Seluiitt, Abb. a die Veirbindungsstelle eines Pfostens finit einer Schwelle im Aufriß, Abb.3 einen wagerechten .Schnitt durch eine Ecke eines Gebäudes, Abb. 4. einen wagerechten Schnitt durch eine Ecke von Zwischenwänden, =@bb.5 einen senkrechten Schnitt dusch rine Kellerdecke, :ebb. et einen senkrechten Schnitt durch eine Zimmerdecke und .ebb.,- eine Kreuzverbindung. Die S@chweRen a sind auf denn Grundbau eingebettet. Die anschließenden Träger c und Pfosten d sind mit ihren dachförmig unterschnittenen Enden bündig auf die auf einte Kante gestellten Schwellenaa aufgesetzt und mit K 1emmlas,chene befestigt.Embodiments of the invention are shown in the drawing, namely Fig.z shows the sleeper support on your foundation in a vertical position, Fig. A the connection point of a post finite to a sleeper in elevation, Fig.3 a horizontal .section through a corner of a building, Fig. 4. a horizontal Section through a corner of partition walls, =@bb.5 shower a vertical section rine basement ceiling,: ebb. et a vertical section through a ceiling and .ebb., - a cross connection. The S @ chew a are embedded in the foundation. The adjoining beams c and posts d are undercut with their roof-shaped The ends are placed flush on the threshold aa placed on one edge and marked with K 1emmlas, chene attached.
Für Gebäudeecken können gemäß Abb.3 mehrere Pfosten d zusammengestellt werden. Die Zwischenräume zwischen diesen Pfosten werden durch hölzerne Dneikantleisten f ausgefüllt, an denen dann die Außenhaut g und Innenhaut ,fit befestigt werden kann.For building corners, several posts d can be put together as shown in Figure 3 will. The spaces between these posts are made up of wooden thin-edged strips f filled in, to which the outer skin g and inner skin, fit, are then attached can.
Wärmehaltende Platten!. die an ihren Rändem dachföanig unterschnitten sind, werd an gemäß Abb. 3 und q. zwischen die Pfosten d eingefügt.Heat retaining plates !. which are undercut roofföanig at their edges are, according to Fig. 3 and q. inserted between the posts d.
Für eine Kellerdecke nach Abb. 5 können die ebenfalls aus hohlen Vierkantstä'oen bestehenden Träger c vollkommen in Beton b eingekettet werden. Die Zimmerdecke (Abb. 6) kann durch Auflegen von -schräg angeschnittenen Platten auf die hohlen Vierkantträger hergestellt werden.For a basement ceiling as shown in Fig. 5, they can also be made of hollow square rods existing girders c are completely chained in concrete b. The ceiling (Fig. 6) can be made by placing diagonally cut panels on the hollow square supports getting produced.
Bei der Kreuzverbindung nach Abb. 7 werden zwei gleichachsige Stäbe d beiderseits gegen einen duirchlaufenden Stab c gastoßen und mit diesem durch ein Kreuzlaschenpaar n verbunden, das der Form 'und Richtung der Stäbe angepaßt ist. -In the case of the cross connection according to Fig. 7, two coaxial bars are used d push gas on both sides against a passing rod c and push it through Cross plate pair n connected, which is adapted to the shape 'and direction of the bars. -
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DEU9281D DE473848C (en) | Framework for space-enclosing buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DEU9281D DE473848C (en) | Framework for space-enclosing buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| DE473848C true DE473848C (en) | 1929-03-21 |
Family
ID=7566733
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DEU9281D Expired DE473848C (en) | Framework for space-enclosing buildings |
Country Status (1)
| Country | Link |
|---|---|
| DE (1) | DE473848C (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2653798A1 (en) * | 1989-10-26 | 1991-05-03 | Dais Sarl | System for construction of variable structures |
-
0
- DE DEU9281D patent/DE473848C/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2653798A1 (en) * | 1989-10-26 | 1991-05-03 | Dais Sarl | System for construction of variable structures |
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