DE803566C - Method for erecting transportable domed structures, especially for circuses - Google Patents
Method for erecting transportable domed structures, especially for circusesInfo
- Publication number
- DE803566C DE803566C DEP25470D DEP0025470D DE803566C DE 803566 C DE803566 C DE 803566C DE P25470 D DEP25470 D DE P25470D DE P0025470 D DEP0025470 D DE P0025470D DE 803566 C DE803566 C DE 803566C
- Authority
- DE
- Germany
- Prior art keywords
- dome
- supports
- erecting
- pressure ring
- tension ring
- 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
- 238000000034 method Methods 0.000 title claims description 7
- 241000272470 Circus Species 0.000 title 1
- 238000010276 construction Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000010959 steel Substances 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3211—Structures with a vertical rotation axis or the like, e.g. semi-spherical 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
- E04B1/3441—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with articulated bar-shaped elements
-
- 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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B1/3544—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the use of a central column to lift and temporarily or permanently support structural elements
-
- 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
- F16D—COUPLINGS FOR TRANSMITTING ROTATION; CLUTCHES; BRAKES
- F16D49/00—Brakes with a braking member co-operating with the periphery of a drum, wheel-rim, or the like
- F16D49/16—Brakes with two brake-blocks
-
- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3217—Auxiliary supporting devices used during erection of the arched structures
-
- 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
- F16D—COUPLINGS FOR TRANSMITTING ROTATION; CLUTCHES; BRAKES
- F16D65/00—Parts or details
- F16D65/02—Braking members; Mounting thereof
- F16D2065/024—Braking members; Mounting thereof the braking surface being inclined with respect to the rotor's axis of rotation at an angle other than 90 degrees, e.g. comprising a conical rotor
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S135/00—Tent, canopy, umbrella, or cane
- Y10S135/905—Method of erecting shelter
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49826—Assembling or joining
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49826—Assembling or joining
- Y10T29/49828—Progressively advancing of work assembly station or assembled portion of work
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)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Tents Or Canopies (AREA)
Description
(WiGBl. S. 175)(WiGBl. P. 175)
AUSGEGEBEN AM 5. APRIL 1951ISSUED APRIL 5, 1951
ρ 25470 V137 f Dρ 25470 V137 f D
Die Erfindung betrifft einen wetterfesten, transportablen Bau aus Stahl in der Form eines Kuppelbaues und dessen Konstruktion in Verbindung mit einer sehr einfachen Aufstellung. Durch eine besondere Ausbildung und Anordnung der Gelenke, mit welchen die eingebauten Bauglieder zusammengehalten werden, ist die Arbeit der Aufstellung sehr vereinfacht worden.The invention relates to a weatherproof, transportable steel structure in the form of a domed structure and its construction in connection with a very simple set-up. With a special one Formation and arrangement of the joints with which the built-in structural members are held together the work of the constellation has been greatly simplified.
Die tragenden Teile der Kuppelkonstruktion sind der Druckring a, die Kuppelbinder b, die Zugringteile c, die Kuppelstützen d, die Seitenbinder e, die äußeren Zugringteile /, der Verband g in der Dachebene und die Wandstützen Ii mit ihren Verbänden (s. Blatt 2, Bild 8).The load-bearing parts of the dome structure are the pressure ring a, the dome girders b, the tension ring parts c, the dome supports d, the side girders e, the outer tension ring parts /, the bracing g in the roof level and the wall supports Ii with their braces (see sheet 2, Picture 8).
Sämtliche Teile sind miteinander durch Gelenkbolzen verbunden.All parts are connected to one another by hinge pins.
Der Zusammenbau geschieht auf dem Boden und das Hochziehen mit einem einzigen Aufstellungsmast in der Mitte des Baues in drei Abschnitten, deren Folge durch den jeweiligen Stand des Zusammenbaues gegeben ist. Der nachstehend im einzelnen beschriebene Montagevorgang ist in umgekehrter Reihenfolge auch für den Abbruch durchführbar. The assembly takes place on the ground and the lifting with a single mast in the middle of the building in three sections, the consequence of which is given by the current state of assembly. The following in detail The assembly process described can also be carried out in reverse order for the demolition.
In der Mitte des Baues wird zunächst der Druckring α aufgelegt, in seinem Mittelpunkt ein Montagemast / mit seinen Spannseilen errichtet und der Druckring mit einem Gehänge an diesem Mast angehängt. Dann werden sternförmig um diese sämtliche am Ring anzuschließenden Kuppelbinder b aufgelegt (Blatt 1, Bild 1). Die Binder haben auf der Seite des Druckringes die Bolzenanschlüsse i und k und der Druckring entsprechende Lagerausschnitte m und η (Blatt 1, Bild 2). Bolzen i wird sofort nach dem Zusammenführen des Bolzenloches mit der Lageraussparung m durchgesteckt.In the middle of the building the pressure ring α is first placed, in its center a mounting mast / with its tensioning ropes is erected and the pressure ring is attached to this mast with a hanger. Then all dome girders b to be connected to the ring are placed in a star shape around them (sheet 1, Fig. 1). The binders have bolt connections i and k on the pressure ring side and the pressure ring has corresponding bearing cutouts m and η (sheet 1, Fig. 2). Bolt i is pushed through immediately after the bolt hole has been brought together with the bearing recess m.
Nun wird der Druckring α hochgezogen. Die an ihm angeschlossenen Binderenden werden mit hochgehoben, während die freien Enden der Binder am Boden gegen die Ringmitte zu gleiten. Dies geschieht so lange, bis die Bolzen k in die Lagerschlitze η eingeklinkt sind und die Binder sich im Druckring festklemmen (Blatt i, Bild 3). In diesem Augenblick haben die Binder die Kuppelform erreicht und werden von da ab im ganzen hochgezogen. Now the pressure ring α is pulled up. The tie ends connected to it are lifted with it, while the free ends of the tie slide on the ground against the center of the ring. This continues until the bolts k are latched into the bearing slots η and the ties clamp themselves in the pressure ring (sheet i, Fig. 3). At this moment the trusses have reached the dome shape and from then on they are raised as a whole.
Sobald die Konstruktion weit genug vom Boden abgehoben ist, werden die Vertikalen ο und die Teile c des Zugringes zusammengesetzt und mit den Bolzen q verbunden (Blatt 1, Bild 4 und 5). Die folgende Verbindung der Kuppelbinder b mit den Vertikalen wird mit den Bolzen p hergestellt (Blatt i, Bild 5).As soon as the construction is raised far enough from the ground, the verticals ο and parts c of the pull ring are put together and connected with bolts q (sheet 1, picture 4 and 5). The following connection of the dome trusses b with the verticals is made with the bolts p (sheet i, picture 5).
Die Vertikalen ο haben noch die drei Anschlußbolzen r, s und t. Mit den Bolzen r werden dieThe verticals ο still have the three connecting bolts r, s and t. With the bolts r the
ao Seitenbinder e angeschlossen und mit den Bolzen s die Hauptstützen d angehängt. Mit ihren freien Enden liegen die Seitenbinder und Hauptstützen auf dem Boden, erstere radial nach außen, letztere radial nach innen.ao side ties e connected and the main supports d attached with bolts s. The side trusses and main supports lie with their free ends on the ground, the former radially outwards, the latter radially inwards.
«5 Nun beginnt der zweite Abschnitt des Hubvorganges. Seitenbinder und Stützen werden an ihren Anschlußpunkten r und t mit hochgehoben; ihre freien Enden gleiten auf dem Boden nach der Mitte des Baues zu bzw. von dieser weg. Sobald die Seitenbinder ihre endgültige Schräglage erreicht haben, decken sich die Bolzenlöcher « der Seitenbinder mit den Bolzenlöchern s der Vertikalen 0 und die Bolzen t können durchgesteckt werden. Die Seitenbinder sind dann starr mit dem zusammengebauten Teil der Kuppelkonstruktion verbunden (Blatt 2, Bild 6 und 7).«5 The second section of the lifting process now begins. Side trusses and supports are also lifted at their connection points r and t; their free ends slide on the ground towards the center of the building or away from it. As soon as the side ties have reached their final inclined position, the bolt holes «of the side ties coincide with the bolt holes s of the vertical 0 and the bolts t can be pushed through. The side ties are then rigidly connected to the assembled part of the dome structure (sheet 2, picture 6 and 7).
Nach Einbau der Teile f des äußeren Zugringes und der Verbandsstäbe g in der Dachebene beginnt der letzte Hubabschnitt. Die Stützen d richten sich dabei weiter auf und werden, sobald sie frei hängen, senkrecht gestellt und auf ihren Auflagern w abgesetzt (Blatt 2, Bild 8).After installing the parts f of the outer tension ring and the bandage bars g in the roof level, the last lifting section begins. The supports d continue to straighten up and, as soon as they hang freely, are placed vertically and placed on their supports w (sheet 2, Fig. 8).
Zum Schluß folgt der Einbau der Wandstützen mit den Verbänden. Die Kuppelkonstruktion wird dadurch stabil, der Mast kann vom Druckring gelöst und entfernt werden.Finally, the wall supports with the associations are installed. The dome structure will thus stable, the mast can be detached from the pressure ring and removed.
Soll der Bau an eine andere Stelle versetzt und zu diesem Zweck abgebrochen werden, dann wird in gleicher Weise, nur in umgekehrter Reihenfolge, verfahren.If the building is to be moved to another location and demolished for this purpose, then will proceed in the same way, only in reverse order.
Claims (2)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEP25470D DE803566C (en) | 1948-12-18 | 1948-12-18 | Method for erecting transportable domed structures, especially for circuses |
US130973A US2670818A (en) | 1948-12-18 | 1949-12-03 | Method of erecting cupola structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEP25470D DE803566C (en) | 1948-12-18 | 1948-12-18 | Method for erecting transportable domed structures, especially for circuses |
Publications (1)
Publication Number | Publication Date |
---|---|
DE803566C true DE803566C (en) | 1951-04-05 |
Family
ID=39414973
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DEP25470D Expired DE803566C (en) | 1948-12-18 | 1948-12-18 | Method for erecting transportable domed structures, especially for circuses |
Country Status (2)
Country | Link |
---|---|
US (1) | US2670818A (en) |
DE (1) | DE803566C (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1024231B (en) * | 1952-08-18 | 1958-02-13 | Deggendorfer Werft Eisenbau | Procedure and assembly device for assembling large standing containers |
DE974047C (en) * | 1953-05-17 | 1960-08-25 | Maschf Augsburg Nuernberg Ag | Procedure for assembling a large ball container |
Families Citing this family (29)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2748785A (en) * | 1951-11-21 | 1956-06-05 | Lemet Ind Nv | Framework for a tent or like structure |
US2828756A (en) * | 1955-10-21 | 1958-04-01 | Harold Smith J | Sectional tent |
US2984898A (en) * | 1957-02-13 | 1961-05-23 | Byggforbattring Ab | Method of erecting a steel storage tank and the like |
US3068561A (en) * | 1957-11-20 | 1962-12-18 | Wayne W Jones | Method of installing a flexible tank liner |
US3094708A (en) * | 1958-02-07 | 1963-06-25 | Caldwell Alfred | Indoor-outdoor swimming pool and enclosure therefor |
US3017893A (en) * | 1958-09-02 | 1962-01-23 | Portapavilion Structures Ltd | Collapsible building structure |
US3153302A (en) * | 1958-10-27 | 1964-10-20 | James E Wheeler | Building construction |
US3153303A (en) * | 1959-03-20 | 1964-10-20 | James E Wheeler | Building construction |
US3072996A (en) * | 1959-09-04 | 1963-01-15 | Gerald E Mcguire | Roof structure form employing radial cables |
US3073018A (en) * | 1959-11-14 | 1963-01-15 | Gauthron Robert | Method of constructing an elevated reservoir |
US3256656A (en) * | 1960-12-22 | 1966-06-21 | Jr Richard G Price | Bracing means for telephone poles and the like |
US3193973A (en) * | 1961-02-24 | 1965-07-13 | Granite City Steel Company | Method of building erection |
US3462893A (en) * | 1965-05-20 | 1969-08-26 | Ickes Braun Glasshouses Inc | Dome with connected frame members and frame connecting member |
DE1684568B2 (en) * | 1966-07-08 | 1975-03-27 | Franz 7750 Konstanz Brell | Multipurpose hall for changing locations |
US3456943A (en) * | 1966-07-27 | 1969-07-22 | Chance Mfg Co Inc | Amusement ride apparatus and method |
US3473272A (en) * | 1967-04-10 | 1969-10-21 | Goodrich Co B F | Enclosure including flaccid nonmetallic surfacing |
US3713265A (en) * | 1970-12-14 | 1973-01-30 | J Wysocki | Method for construction and erection of floor slabs |
US4010580A (en) * | 1972-09-26 | 1977-03-08 | Mayr Guenter | Tubular structure |
DE2255793C3 (en) * | 1972-11-15 | 1982-01-07 | Balcke-Dürr AG, 4030 Ratingen | Method of assembling a cooling tower jacket |
US4475323A (en) * | 1982-04-30 | 1984-10-09 | Martin Marietta Corporation | Box truss hoop |
US4541210A (en) * | 1983-06-23 | 1985-09-17 | Envirotech Corporation | Multiple rise cover |
US4578908A (en) * | 1984-04-19 | 1986-04-01 | Owens-Corning Fiberglas Corporation | Fabric roof structure |
US4703594A (en) * | 1986-04-22 | 1987-11-03 | Reber Dwight E | Spherical building structure |
US5150556A (en) * | 1989-10-06 | 1992-09-29 | Shimizu Construction Co. | Chord truss roof structure |
US5031566A (en) * | 1990-03-05 | 1991-07-16 | Switzer Robert D | Support post system |
US5216854A (en) * | 1990-06-11 | 1993-06-08 | Emmert Raymond L | Laminated panel modular building structure and assembly method |
US6276095B1 (en) | 1999-04-21 | 2001-08-21 | Lazaros C. Tripsianes | Dome structure |
US6430892B1 (en) * | 2000-10-02 | 2002-08-13 | Geometrica, Inc. | Apparatus and method for building a domed structure |
US7743582B1 (en) * | 2004-10-04 | 2010-06-29 | Davor Petricio Yaksic | Conical roof construction |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR23788E (en) * | 1915-11-17 | 1921-12-30 | Henri Lemaire | Construction process for hangars with suspended frames |
FR495012A (en) * | 1919-01-22 | 1919-09-26 | Albert Benoit Marius Rossi | Improvements to farms for constructions |
US1502898A (en) * | 1924-01-12 | 1924-07-29 | Frederick O Berg | Tent |
US2044351A (en) * | 1933-08-30 | 1936-06-16 | Eriksson Bengt Gustaf | Tent |
US2425279A (en) * | 1945-10-16 | 1947-08-05 | Richard G Harris | Field tent |
-
1948
- 1948-12-18 DE DEP25470D patent/DE803566C/en not_active Expired
-
1949
- 1949-12-03 US US130973A patent/US2670818A/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1024231B (en) * | 1952-08-18 | 1958-02-13 | Deggendorfer Werft Eisenbau | Procedure and assembly device for assembling large standing containers |
DE974047C (en) * | 1953-05-17 | 1960-08-25 | Maschf Augsburg Nuernberg Ag | Procedure for assembling a large ball container |
Also Published As
Publication number | Publication date |
---|---|
US2670818A (en) | 1954-03-02 |
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