DE803566C - Method for erecting transportable domed structures, especially for circuses - Google Patents

Method for erecting transportable domed structures, especially for circuses

Info

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
Application number
DEP25470D
Other languages
German (de)
Inventor
Dipl-Ing Hermann Hacker
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.)
Maschinenfabrik Esslingen AG
Original Assignee
Maschinenfabrik Esslingen AG
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 Maschinenfabrik Esslingen AG filed Critical Maschinenfabrik Esslingen AG
Priority to DEP25470D priority Critical patent/DE803566C/en
Priority to US130973A priority patent/US2670818A/en
Application granted granted Critical
Publication of DE803566C publication Critical patent/DE803566C/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
    • E04B1/32—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

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)

PatentANSPRccHE:PATENT APPLICATION: 1. Verfahren zum Aufstellen von Kuppelbauten, dadurch gekennzeichnet, daß die am Boden zusammengelegten Kuppelbinder mittels eines in der Mitte des Druckringes stehenden Aufstellungsmastes bis zur Erreichung der Kuppelform hochgezogen und von da nach Anhängung der restlichen Bauteile auf die Höhe des fertigen Baues gebracht werden. Die in der Druckringkonstruktion für jeden Kuppelbinder (£>) vorgesehenen zwei Lagerausschnitte (m) und (w) zusammen mit den Bolzen (i) und (fe) stellen während des Anhebens der Kuppel zunächst eine um den Bolzen (t) drehbare und nach Anliegen von Bolzen (k) nach dem Erreichen der Kuppelform die feste Verbindung1. A method for erecting domed structures, characterized in that the dome girders collapsed on the ground are raised by means of a erection mast in the middle of the pressure ring until the dome shape is reached and then brought up to the level of the finished building after the remaining components have been attached. The two bearing cutouts (m) and (w) provided in the pressure ring construction for each dome girder (£>) together with the bolts (i) and (fe) initially provide one which can be rotated around the bolt (t) and is in contact while the dome is being lifted of bolt (k) after reaching the dome shape the fixed connection , zwischen Kuppelbinder (b) und Druckring (α) her, während zur Verbindung für die am Zugring zusammenkommenden Bauteile der Kuppel besondere Vertikalen (0) mit je acht Bolzen vorgesehen sind für den Anschluß der Zugringglieder (c), der Kuppelbinder (b), der Seitenbinder (e) und der Hauptstützen (d). Nach Einbau der Zugringglieder und Anhängung der Seitenbinder und Hauptstützen wird dann weiter gehoben bis die Seitenbinder ihre endgültige Neigung erreicht haben und in dieser Lage die zweiten Anschlußbolzen (s) der Seitenbinder (e) eingezogen und die äußeren Zugringteile und Dachverbände eingebaut werden können. Hierauf wird die Kuppelkonstruktion vollständig hochgezogen und die sich am Ende der Hubbewegung senkrecht einstellenden Stützen (d) auf den Lagern (w) abgesetzt und die Wandkonstruktion mit Stützen und Verbänden angebaut, worauf die hochgezogene Kuppelkonstruktion vom Aufstellungsmast gelöst und der Mast mit Hilfe der Kuppel abgebaut werden kann., between the dome tie (b) and pressure ring (α), while special verticals (0) with eight bolts each are provided for the connection of the components of the dome that come together at the tension ring for the connection of the tension ring members (c), the dome tie (b), the side trusses (e) and the main supports (d). After installing the tension ring members and attaching the side girders and main supports, the lifting process continues until the side girders have reached their final inclination and in this position the second connecting bolt (s) of the side girder (s) can be pulled in and the outer tension ring parts and roof structures can be installed. The dome structure is then completely raised and the supports (d) , which adjust vertically at the end of the lifting movement, are placed on the bearings (w) and the wall structure with supports and braces is attached, whereupon the raised dome structure is detached from the erection mast and the mast is dismantled with the aid of the dome can be. 2. Verfahren zum Aufstellen von Kuppelbauten nach Anspruch 1, dadurch gekennzeichnet, daß das Verfahren in umgekehrter Reihenfolge auch zum Abbau der Konstruktion anwendbar ist.2. A method for erecting domed structures according to claim 1, characterized in that that the procedure can also be used in reverse order to dismantle the structure. Hierzu 2 Blatt ZeichnungenFor this purpose 2 sheets of drawings 3700}.3700}.
DEP25470D 1948-12-18 1948-12-18 Method for erecting transportable domed structures, especially for circuses Expired DE803566C (en)

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

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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)

* Cited by examiner, † Cited by third party
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

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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
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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

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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

Cited By (2)

* Cited by examiner, † Cited by third party
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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