DE867739C - Framework for large tents - Google Patents
Framework for large tentsInfo
- Publication number
- DE867739C DE867739C DEM10783A DEM0010783A DE867739C DE 867739 C DE867739 C DE 867739C DE M10783 A DEM10783 A DE M10783A DE M0010783 A DEM0010783 A DE M0010783A DE 867739 C DE867739 C DE 867739C
- Authority
- DE
- Germany
- Prior art keywords
- purlins
- framework
- lattice
- hinged
- large tents
- 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
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 241000370685 Arge Species 0.000 claims 1
- 241000283690 Bos taurus Species 0.000 claims 1
- 239000011230 binding agent Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 210000003423 ankle Anatomy 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 210000002683 foot Anatomy 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000002459 sustained effect 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
- E04C3/40—Arched girders or portal frames of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/18—Tents having plural sectional covers, e.g. pavilions, vaulted tents, marquees, circus tents; Plural tents, e.g. modular
-
- 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
- E04B2001/2409—Hooks, dovetails or other interlocking connections
-
- 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
- E04B2001/2433—Connection details of the elongated load-supporting parts using a removable key
-
- 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
- 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
- E04B1/18—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
- E04B2001/2487—Portico type structures
-
- 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
- E04B2001/2496—Shear bracing therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Tents Or Canopies (AREA)
Description
Gerippe für Großraumzelte Die Erfindung bezieht sich auf ein Gerippe für Großraumzelte, vorzugsweise aus Stahlrohren, mit mehreren in Abständen angeordneten Fä:chwerkportalbögen. Sie bezweckt die Schaffung eines verbesserten Zeltgerippes, welches keine Verspannung durch Seile od. 4711. und keine Fundamente benötigt, schnellstens auf- und abgebaut und in handliche, bequem zu fördernde Teile zerlegt werden kann, die sein ausgebildet sind, d@aß sie für die Erstellung von: Zelten verschiedener Größen venvend.:-bar sind.Framework for large tents The invention relates to a framework For large tents, preferably made of steel tubes, with several spaced apart Compartment portal arches. It aims to create an improved tent frame, which does not need any bracing with ropes or 4711. and no foundations, as soon as possible can be assembled and dismantled and disassembled into manageable, easily conveyed parts, who are trained to be d @ ate them for the creation of: tents of various Sizes can be used.
Das wesentliche Neuheits:merkmal der Erfindung besteht diaarm, daß -die Portalbögen als zerlegbare Dreigelenkbinder ausgebildet und. durch Gitterpfetten lösbar miteinander verbunden sind, indem die Ober- und, Untergurte der Gitterpfettben mit ihren: Emden an. die Ober- un:d Untergurte der Dreigelenkbinder mittels- Schnellkupplungen; angeschlossen sind. Durch,die Ausbildung der Portal,-bögen ala DreigeLenkbinder und durch ihre Verhindung mittels der Gitterpfetten wird eine ausreichende Querstabillität des Zeltgerippes ohne Abspannseile erzielt. Die Pfetten tragen die Zeltbah.-nen und bewirken gleichzeitig einte Absiteifung der Drei:gelenkbinder und einte Unterteilung ihrer auf Druck beanspruchten Un:tergurte:, so daß die Drei; gelenkbinäer sehr leicht aus-geführt sein können. Vorzugsweise s:in,d, mit jeder Binderhäl:fte drei Gitterpfetten verbunden, von denen eine in den, Eckpunkten :der winkelförmigen, Binderhälfte und j e einte zwischen diesen Eckpunkten: und :dem Fuß-bzw. Firstgelenk angreift.The main novelty: the feature of the invention is that -The portal arches are designed as a three-hinged truss that can be dismantled and. through lattice purlins are releasably connected to each other by the upper and lower straps of the lattice purlins with her: Emden on. the upper and lower chords of the three-hinged girders by means of quick-release couplings; are connected. Through the formation of the portal and arches ala three-sided link girders and through their interconnection by means of the lattice purlins, there is sufficient transverse stability of the tent frame achieved without guy ropes. The purlins carry the tent panels and at the same time cause the three to be sustained together: articulated binders and a single subdivision their lower straps, which are stressed under pressure: so that the three; joint binäer very light can be executed. Preferably s: in, d, with each truss half: three grid purlins connected, one of which in the, corner points: the angular, truss half and each one between these corner points: and: the foot or. Ridge joint attacks.
Zur Abstützung der Zeltbahnen und zur Querabsteifung der Gitberpfetten. sind zweckmäßig noch besondere, mit den, Pfetten lö.sbar gekuppelte Sparren paxällel zu den Bindern `angeordnet.To support the tent sheets and to cross brace the lattice purlins. are functional yet special, detachably coupled with the purlins Rafters paxällel to the girders `arranged.
Zur Erhöhung der Längsstabilität dies Zeltgerippes sind' die Felder z-,vischen je zwei. Dreigelenkbindern an .dien Enden dies Zettgerippes dluzch lösbare diagonale Zugstreben, mit Spannmitteln( versteift.To increase the longitudinal stability of this tent frame are 'the fields z-, vix two each. Three-hinged trusses on the ends of this zett framework can be detached diagonal tension struts, with clamping devices (stiffened.
Die Schmielill@.upplungen zum Verbindien der Gifiterpfetten mit den Dreigelenkb:i:ndern können in besonders einfacher und zweckmäßiger Weise dadurchgebildet steint, daß an den Ober- und TJnfiergurten der Dreigelenkbinder offene Lagerschälen befestigt, vorzugsweise angeschweißt sind, in denen die Gurtenden der Pfetten durch den Eingriff von Stiften und Löchern und mittels Sperrklinken verriegelbar sind. Gleiche oder ähnliche Mittel können auch zum Verbinden der Sparren mit den Obergurten der Gitterpfetten vorgesehen sein.The Schmielill® couplings for connecting the gifiter purlins with the Three-hinged joints can thereby be formed in a particularly simple and expedient manner It seems that there are open bearing shells on the upper and lower straps of the three-hinged truss attached, preferably welded, in which the strap ends of the purlins through the engagement of pins and holes and can be locked by means of pawls. The same or similar means can also be used to connect the rafters to the top chords the lattice purlins be provided.
Zur Erziehung einer sicheren Abstützung der Dreigelenkbinder auf dem Boden ohne Anwendung von Funidamenten dienen entsprechend ausgeführte Fußp:lamen, Üie mittels: lösbarer Gedenkbolzen mit den Dreigelen!kbdndiern verbunden sind.To raise a secure support of the three-hinged trusses on the Soils without the use of foundations serve appropriately designed footboards, They are connected to the Dreigelen! Kbdndiern by means of: detachable memorial bolts.
Ein Ausführungsbeispiel, ist auf der Zeichnung dargestellt.An exemplary embodiment is shown in the drawing.
Abt. ih 2 und' 3 zeigen eine Stirnansicht, eine Seitenansicht und einen teilweisen Grundriß des Zeltgerippes; Abb. .¢ und 5 zeigen die Verbindung A, in Längsuni Querrichtung des Zeltgerippes. gesehen; Abb.6 uszd 7 zeigen die Verbirndung der diagonalen Zugsfinben mit den Dremgelenkbindern. Das Zelt, rippe besteht im wesentlichen aus in Abetänden angeordneten Dreigelenkbiindern i; den sich zwischen den Bindern erstreckenden: Gitterpfetten 2, den die Gitterpieten verbindenden Sparren 3 und den diagonalen 4 in den Enär feldern des Gerippes.Section ih 2 and 3 show a front view, a side view and a partial plan of the tent frame; Fig.. ¢ and 5 show the connection A, in the longitudinal direction across the tent frame. seen; Fig. 6 and 7 show the connection the diagonal drawstring with the Drem joint trusses. The tent is made of rib essentially of three-hinged binders arranged in aisle; between the trusses extending: lattice purlins 2, the rafters connecting the lattice rafters 3 and the diagonal 4 in the Enär fields of the framework.
Jede Hälfte des. Dreigelenikbinders isst in zwei Teilte zerlegbar, von denen; sich der eine von dem Fußgelenk I bis zu den Eckpunkten III und: der andere von den Eckpunkten, III bis zum Firstgelenk II@ erstreckt. In den Eckpunkten III sind die Teile durch Bolzen verbunden. Die Bolzen sind durch Splinte gesichert. Sowohl die Bolzen als auch die Splinte sind durch Ketten unverlierbar mit den Binderkonstruktionsteilen verbunden. Ebenso geschieht die Verbindung der Binderhälften in den Firstgelenken II durch Bolzen.Each half of the. Dreigelenikbinder can be divided into two parts, of which; the one from the ankle I to the corner points III and: the others from the corner points III to the ridge joint II @ extends. In the corner points III the parts are connected by bolts. The bolts are secured with split pins. Both the bolts and the split pins are captive to the tie construction parts by chains tied together. The connection of the truss halves is also done in the ridge joints II by bolts.
DieVerbindunigderPfetten2 m,ib denDreigelenkhindern isst aus den Abb:. d; und 5, ersichtlich. An den: Ober- und Untergurten ja und ib eines jeden -Dreigelenkbdnders sind offene Lagerschalen; 5;, 6 angeschweißt, in welche die Enden der Ober- und Untergurte 2a, 2b der Pfetten 2 einsgelegt werden. .Die Pfettengu.rte sind mit Stiften 7, 8 versehen, die im- Zusammenwirken mit entsprechenden Löchern der Lagerschalen die Pfe:ttengurte in den Lagerschalen, gegen Verschieben sichern. Außerdem sind seitlich an den Lagerschalen federnde Sperrklinken 9 angeordnet, die in entsprechende seitliche Öffnungen dier Pfettengurte einschnappen und diese gegen Herausniehmen aus den Lagerschalen verriegeln. Um die Pfetben von den Dreigelenkbind ern zu lösen, brauchen lediglich die Sperrklinken von Hand zurückgezogen zu werden. wonach die Pfettengurte aus den Lagerschalen herausgehoben werden können. Gleiche oder ähnlicheVerbi.ndungs.-mi.ttel. sind auch für den Anschluß der Sparren 3 an; die Obergurte der Pfetten vorgesehen.DieVerbindunigderPfetten2 m, ib den three-hinged obstacles eats from the Fig :. d; and 5, can be seen. On the: upper and lower straps yes and ib of each three-hinged belt are open bearing shells; 5 ;, 6 welded, in which the ends of the top and Lower chords 2a, 2b of the purlins 2 are inserted. .The purlin belts are with pins 7, 8 provided, which interact with corresponding holes in the bearing shells Secure the pipe belts in the bearing shells against shifting. Also are laterally on the bearing shells resilient pawls 9 arranged in corresponding Snap in the side openings of the purlin straps and prevent them from being removed lock out of the bearing shells. To loosen the pebbles from the three-hinged trusses, only need to retract the pawls by hand. after which the Purlin straps can be lifted out of the bearing shells. Identical or similar connection means are also used to connect the rafters 3; the upper chords of the purlins are provided.
Die die Felder -zwischen je zwei Dreigelenkbindern; an den. Enden: des Zeltgerippes versteifenden diagenalenZugstreben4 greifen, wie aus den.Abb. 6 und 7 ersichtlich ist" abnehmbar an Bolzen io: an, die an die Obergurte der Dreigelenkbindier angeschweißt sind. Diese diagonälen Zugstreben enthatten Spanniischlosser i i, mittels welcher die Streben die erforderliche, Spannung erhalten können.The fields between two three-hinged trusses; to the. End up: of the tent frame stiffening diagenal tension struts 4, as shown in Fig. 6th and 7 can be seen "removable on bolts io: an, which are attached to the upper straps of the three-hinged tie are welded on. These diagonal tension struts contain tension locksmiths i i, by means of which the struts can receive the required tension.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DEM10783A DE867739C (en) | 1951-08-28 | 1951-08-28 | Framework for large tents |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DEM10783A DE867739C (en) | 1951-08-28 | 1951-08-28 | Framework for large tents |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| DE867739C true DE867739C (en) | 1953-02-19 |
Family
ID=7295288
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DEM10783A Expired DE867739C (en) | 1951-08-28 | 1951-08-28 | Framework for large tents |
Country Status (1)
| Country | Link |
|---|---|
| DE (1) | DE867739C (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1101736B (en) * | 1955-02-28 | 1961-03-09 | Wutoeschingen Aluminium | Tent framework, in particular made of light metal, consisting of four-part ties, the parts of which are connected to one another by hinges |
| DE1118437B (en) * | 1954-07-31 | 1961-11-30 | Salzmann & Comp | Collapsible tent frame |
| DE1150189B (en) * | 1958-02-17 | 1963-06-12 | Franz Klott | Dismountable half-timbered construction, in particular a framework made of tubes for large-space tents |
| FR2662197A1 (en) * | 1990-05-15 | 1991-11-22 | Samia Cats | Crossbracing triangle for connecting two adjacent trusses of a frame |
-
1951
- 1951-08-28 DE DEM10783A patent/DE867739C/en not_active Expired
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1118437B (en) * | 1954-07-31 | 1961-11-30 | Salzmann & Comp | Collapsible tent frame |
| DE1101736B (en) * | 1955-02-28 | 1961-03-09 | Wutoeschingen Aluminium | Tent framework, in particular made of light metal, consisting of four-part ties, the parts of which are connected to one another by hinges |
| DE1150189B (en) * | 1958-02-17 | 1963-06-12 | Franz Klott | Dismountable half-timbered construction, in particular a framework made of tubes for large-space tents |
| FR2662197A1 (en) * | 1990-05-15 | 1991-11-22 | Samia Cats | Crossbracing triangle for connecting two adjacent trusses of a frame |
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