DE833697C - Metal house - Google Patents
Metal houseInfo
- Publication number
- DE833697C DE833697C DEG5211A DEG0005211A DE833697C DE 833697 C DE833697 C DE 833697C DE G5211 A DEG5211 A DE G5211A DE G0005211 A DEG0005211 A DE G0005211A DE 833697 C DE833697 C DE 833697C
- Authority
- DE
- Germany
- Prior art keywords
- metal house
- house according
- knee
- foundation
- gussets
- 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
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
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/04—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for structures of spherical, spheroid or similar shape, or for cupola structures of circular or polygonal horizontal or vertical section; Inflatable forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/12—Tying means; Spacers ; Devices for extracting or inserting wall ties with arms engaging the forms
-
- 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
- E04B2001/2463—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
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2472—Elongated load-supporting part formed from a number of parallel 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Tents Or Canopies (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
Metallhaus Die Erfindung betrifft ein Metallhaus, dessen in der Werkstatt vorbereiteten Teile auf ein vorher gefertigtesFundament aufgebracht «-erden. Zu diesem Zweck ist erfindungsgemäß die Anordnung so getroffen, daß Gitterträgerrahmen verwendet werden, die aus seitlichen Stützen, oberen Trägern und dazwischengesetzten Kniezwickeln bestehen, wobei über die Kniezwickel zur Abdeckung und Versteifung Traufplatten gelegt sind. C, ber das Ganze ist dann die Außenhaut hinweggezogen. Die Traufplatten und die Außenhaut bestehen aus Blechen, beispielsweise Stahlblechen. Es können auch andere Materialien, wie Aluminium, verwendet werden. Die Traufplatten tragen seitlich Flansche, mit welchen sie mit den Kniezwickeln verankert werden. Die äußere Verkleidung kann außerdem noch zusätzlich mit dem vorbereiteten Fundament verbunden werdet. Zu diesem Zweck können die unteren Ränder der Außenverkleidung schräg nach innen abgebogen sein. Mit diesen Teilen greifen sie dann in im oberen Rand des Fundaments eingebettete Winkeleisen. Mit diesen werden sie wiederum durch besondere Halteglieder verbunden.Metal house The invention relates to a metal house, its in the workshop prepared parts on a previously manufactured foundation. to For this purpose, according to the invention, the arrangement is made so that the lattice girder frame used made up of side supports, top girders and interposed ones Knee gussets exist, taking over the knee gussets for covering and stiffening Eaves panels are laid. C, the outer skin is then pulled over the whole thing. The eaves plates and the outer skin consist of sheet metal, for example sheet steel. Other materials, such as aluminum, can also be used. The eaves slabs have flanges on the side with which they are anchored with the knee gussets. The outer cladding can also be done with the prepared foundation being connected. For this purpose, the lower edges of the outer cladding be bent inwards at an angle. With these parts they then grip in the upper part Edge of the foundation embedded angle iron. With these they will in turn go through special retaining links connected.
Zur Versteifung werden die oberen Träger noch durch weitere Querträger miteinander verbunden.The upper girders are reinforced with additional cross girders connected with each other.
Die Erfindung ist in einem Ausführungsbeispiel in den Zeichnungen dargestellt, und zwar zeigt Fig. t eine teilweise perspektivische Ansicht eines Metallhauses gemäß, der Erfindung, Fig. 2 Teile eines senkrechten Schnittes auf der Lilüe II-II durch Fig. i, Fig.3 die in einzelne Teile zerlegte perspektivische Ansicht eines Gitterträgerrahmens mit Fundament und Fußanker.The invention is in one embodiment in the drawings shown, namely shows Fig. T is a partially perspective View of a metal house according to the invention, Fig. 2 parts of a vertical Section on the Lilüe II-II through Fig. I, Fig.3 disassembled into individual parts perspective view of a lattice girder frame with foundation and foot anchor.
Die Gitterträgerrahmen i bestehen im wesentlichen aus zwei Seitenstützen 2, dem eigentlichen Gitterträger 3 und den diese Teile an den Ecken verbindenden Kniezwickeln 4. Die seitlichen Stützel1 2 werden auf vorher gefertigte Fundamente 5 in den vorgesehenen Abständen an den Fußankern 6 befestigt. Hierzu wird zwischen den beiden Außenstäben 7 und 8 jeder Stütze 2 an deren unterstem Ende eine bereits gelochte Platte 9 befestigt. Durch die Löcher dieser Platte 9 und die entsprechender. Löcher der Fußanker 6 werden Verbindungsglieder hindurchgeführt. Eine entsprechende Platte i o ist am oberen Ende jeder Stütze 2 und je eitle weitere Platte i i an jedem seitlichen Ende des Gitterträgers angeschweißt. Diese Platten t o und i i werden durch je zwei vorher fertig zubereitete Iüüczw-ickelplatten 12 auf gleiche Weise miteinander verbunden. Die aus den Außenstäben 7 und 8 ztisammengesetzten Stützen 2 können sich gegebenenfalls nach unten zu verjüngen, wodurch, jedoch die Stärke der Außenwand nicht beeinträchtigt wird. Die Gitterträger 3 werden miteinander durch Zwischenträger 13 verbunden, die an den oberen und unteren Flanschen 14 und 15 der Gitterträger befestigt werden. Im übrigen erfolgt die Versteifung des Gebäudes durch die das Ganze umspannende Blechhaut 16, die an den Gitterträgern 3 befestigt wird. Die Stützen 2 sowie die Kniezwickel 4 werden durch Traufbleche 18 miteinander verbunden, die sich der äußeren Krümmung der Kniezwicke14 anpassen und deren eingebogene Ränder i9 zwischen die Kiiiezwickelplatten 12 eingreifen und mit diesen in geeigneter Weise verbunden werden. Die äußere Krümmung der Kniezwicke14 und somit der sie überdeckenden Traufbleche IS verläuft in einer gleichmäßigen Kurve (Fig. 2), so daß zwischen Dach und Außenwand keine vorstehende Dachtraufe entsteht, wodurch der Widerstand gegen Wind und Geräusche erheblich vermindert wird. Die innere Krümmung 2o der Zwickel 4 gestattet, wie aus Fig.2 ersichtlich, die Decke und Innenwand 21 rechtwinklig zueinander anzubringen, so daß besondere innere Gesimse nicht erforderlich werden. In den Gebäuden können heliel)iric Trennwände errichtet werden.The lattice girder frames i essentially consist of two side supports 2, the actual lattice girder 3 and those connecting these parts at the corners Knee gussets 4. The lateral supports1 2 are placed on foundations that have been made beforehand 5 attached to the foot anchors 6 at the specified intervals. This is done between the two outer rods 7 and 8 of each support 2 at the bottom end one already perforated plate 9 attached. Through the holes of this plate 9 and the corresponding. Connecting links are passed through holes in the foot anchors 6. A corresponding Plate i o is at the upper end of each support 2 and each other plate i i on welded to each side end of the lattice girder. These plates t o and i i are made equal by two previously prepared Iüüczw-ickelplatten 12 Way connected. The ones made up of the outer bars 7 and 8 Supports 2 can optionally be tapered downwards, whereby, however, the Strength of the outer wall is not affected. The lattice girders 3 are together connected by intermediate supports 13 attached to the upper and lower flanges 14 and 15 of the lattice girders are attached. In addition, the building is stiffened through the sheet metal skin 16 which spans the whole and which is attached to the lattice girders 3 will. The supports 2 and the knee gussets 4 are joined together by eaves 18 connected, which adapt to the outer curvature of the knee pinches14 and their inflected Rims i9 engage between the Kiiiezwickelplatten 12 and with these in a suitable Way to be connected. The outer curvature of the knee pinches14 and thus those covering them Eaves sheets IS runs in a uniform curve (Fig. 2), so that between the roof and outer wall no protruding eaves arise, whereby the resistance against Wind and noise is significantly reduced. The inner curvature of the gusset 4 permits, as can be seen from FIG. 2, the ceiling and inner wall 21 at right angles to be attached to each other, so that special inner cornices are not required. Heliel) iric partition walls can be erected in the buildings.
Wie aus Fig. 2 ersichtlich, muß der untere Rand 22 der äußeren Verkleidung mit dem oberen Rand des Fundaments 5 fest verbunden sein. Dazu dienen die Randwinkeleisen 23, die im Fundament 5 vorher eingebettet und durch Drähte 2.1 in diesem verankert sind. An diese «'inkeleisen 23 werden die unteren, nach innen gebogenen Ränder 22 der Blechtafeln mit einem zwischengelegten Gummistreifen 25 durch ein mit Kopfschrauben 26 eingeschraubtes Winkeleisen 27 festgeklammert. Hierdurch werden die äußeren Flächen der Verkleidung mit denen der Grundmauern bündig und Schmutzansammlungen vermieden.As can be seen from Fig. 2, the lower edge 22 of the outer cladding be firmly connected to the upper edge of the foundation 5. The edge angle irons are used for this 23, which were previously embedded in the foundation 5 and anchored in this by wires 2.1 are. The lower, inwardly curved edges 22 are attached to this inclined iron 23 of the sheet metal with an interposed rubber strip 25 through a head screw 26 screwed angle iron 27 clamped. This will make the outer surfaces the cladding is flush with those of the foundation walls and the accumulation of dirt is avoided.
Claims (6)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US150854A US2675599A (en) | 1950-03-21 | 1950-03-21 | Mold form for building foundations |
Publications (1)
Publication Number | Publication Date |
---|---|
DE833697C true DE833697C (en) | 1952-03-10 |
Family
ID=22536269
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DEG5211A Expired DE833697C (en) | 1950-03-21 | 1951-02-13 | Metal house |
Country Status (2)
Country | Link |
---|---|
US (1) | US2675599A (en) |
DE (1) | DE833697C (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE959494C (en) * | 1953-10-06 | 1957-03-07 | Dr Kurt Prange | Open hall for gas stations, platforms or the like. |
DE2348943A1 (en) * | 1972-09-29 | 1974-04-11 | Fresa Ets | RELATED ELEMENTS FOR ERECTING BUILDINGS |
US4773192A (en) * | 1984-01-26 | 1988-09-27 | Ayrshire Metal Products (Daventry) Ltd. | Building structures |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2604320C3 (en) * | 1976-02-05 | 1979-11-29 | Kathmann, Horst, 2848 Vechta | Set of components for a hall structure, in particular an agricultural stable structure |
FR2556389B1 (en) * | 1983-12-08 | 1986-09-12 | Daniel Moyse | METAL SUPPORTING ELEMENT FOR BUILDING STRUCTURE IN PARTICULAR |
FR3132312A1 (en) * | 2022-02-03 | 2023-08-04 | Saint-Gobain Placo | Part assembly process. |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1101484A (en) * | 1912-09-18 | 1914-06-23 | George Clark | Apparatus for molding concrete walls in situ. |
US1169464A (en) * | 1915-05-07 | 1916-01-25 | Henry D Cornelius | Concrete-curbing form. |
US1227041A (en) * | 1917-01-23 | 1917-05-22 | Samuel S Colt | Molding apparatus. |
US1615069A (en) * | 1922-02-10 | 1927-01-18 | Blaw Knox Co | Method of and apparatus for building concrete structures in water |
US2263214A (en) * | 1940-05-25 | 1941-11-18 | Butler Manufacturing Co | Rigid frame building |
US2414310A (en) * | 1941-06-18 | 1947-01-14 | Wilbur G Laird | Method of building concrete oil storage tanks |
US2353981A (en) * | 1942-09-22 | 1944-07-18 | Charles E Wire | Foundation wall mold |
US2439960A (en) * | 1943-05-03 | 1948-04-20 | Tennessee Coal Iron And Railro | Prefabricated metal house construction |
US2387445A (en) * | 1943-08-16 | 1945-10-23 | William W Herring | Concrete wall form |
-
1950
- 1950-03-21 US US150854A patent/US2675599A/en not_active Expired - Lifetime
-
1951
- 1951-02-13 DE DEG5211A patent/DE833697C/en not_active Expired
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE959494C (en) * | 1953-10-06 | 1957-03-07 | Dr Kurt Prange | Open hall for gas stations, platforms or the like. |
DE2348943A1 (en) * | 1972-09-29 | 1974-04-11 | Fresa Ets | RELATED ELEMENTS FOR ERECTING BUILDINGS |
US4773192A (en) * | 1984-01-26 | 1988-09-27 | Ayrshire Metal Products (Daventry) Ltd. | Building structures |
Also Published As
Publication number | Publication date |
---|---|
US2675599A (en) | 1954-04-20 |
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