DEP0025470DA - Method for erecting transportable domed structures, in particular for circuses - Google Patents

Description

28930 MBA5B

aschinenfabrik Seslisgen infssliagen a, Heckar

ⁿ yarffahren gum Aufstell., tob transportable, Kutrpalbautan. especially for% .irkuB.aa *

The Irfinoung concerns a weatherproof, transport board construction made of steel in the form of a dome structure a usd this KoBßtruktion in connection with a very tinfaeiuss erection * by a special training and arrangement that delanksj with which the built-in parts will be disguised ₈ is the work the list is very simplified woräace

The main parts of the HuppeIkonEtrufetion are the pressure rings
the iiuppa! binder b
the SLugriBgteile e
the dome supports a ά
the string binary β
the outer pull ring part © f
the Terbanci g ia of the Dae Plain and

ait hand supports her h? erbändsn _e (See page 4 ₈ picture 8} _e

All parts are interconnected by articulated arches connected*

The construction is done on the ground and the erection is done with a single mast in the middle of the building in three sections, the iolf? reverse feasible for demolition ate ·

In the putty of the building, the pressure ring acts aunächet _s in its center a laontagemsEt 1 with a tensioning device and the pressure ring with a

- 2 - 3

g © attached to this mast * Bann series star-shaped in order to place all of the dome trusses to be attached to the King b on «(sheet I ₉ Fig. 15« Di © binders have on their side these bridges di «BolzsaangehlüBe i and k and d @ r Brttekring © ntspreebunde Lageratt & aohnitta a and η (Sheet I ₈ Fig. Z) Bolzen i is immediately after the Zuß8®m © introducing the Bolsenloeheß with the laying recess a iurehgegtöekt *

Hun vird the Druekring a fe © ehg®z © g "u aageeohloaaenes him tie ends mithoehgehoben" during the free Snöen the Bisöer on the ground against the Kingaitt® sm slide "This continues bie _s sYou Bols; @nk in the LegerBehlitze ß are latched and clamp the ties eiefa in the compression ring (sheet I ₁ Fig. 3} * In di @ e @ m

lift the Binder di® dome shape and Fön d © from the whole lifted *

Once the Konßtriaktion iieit torn enough Boäss iet lifted ÖIE Tertikaien be ο and zusammengeaetzt the file c pull ring and with the Bolses q (Sheet 2 _S Figure 4 and 5) The following compound of the dome · binder b with the fertikalen is with the bolt ρ (Sheet S, Fig. 5h

Eie Tertikalem ο still have the three Amsehluebolzen r _# s and t »lit the bolt r weräes di © side ties © and, with the bolts s, the main“ supports ”with free ends, the side ties and main supports lie on the Bod € n _@ first® rsäiaj neeh suseeiii last rsdiel after ixuieße

The second section of the lifting process now begins. Trusses and supports are lifted at their joint points; their free bathing slide on the boöeB to Ösr middle of the building su bezv "Ton Öieeer ■ weg" As soon as the site binö ^ r lift their right incline "cover the bolt holes on the side ties with vertical bole holes be and can Belses t durchgeeteekt · Bie Seitenbinäar IENN are rigidly connected to the part of the dome Bueamnengebautcn "Terbtindea (sheet 3 _g Figure 6 una 7)

Claims (1)

26930 Ml 4.50 Six construction of the parts of the finger pull ring® and eier ferfesndsEt & be g in the dech plane begins the lets te Üubabeohnitt, Di © Stützan d straighten eich dab ^ i further euf and weTüBti _s as soon as they are free to worry, Eenkreeht and placed on their supports w (sheet 4 _# picture β) Sehlues follows d @r linbau dsr li & ndetütees with äea e DI® luppelkonstrißlction is daäurch etabil _v of the read mark vo® Bruck ring dissolved and removed. If the building to another location © ISSE uma added for this purpose canceled weröeB ₈ öans is in gleieli @ r only in reverse order Iatentaη sayings: ferf & feren to set up ^ on K sprouted so that the ground is collapsed; tsn suppelbinder by means of an arrangement standing in the middle of the pressure ring in order to confuse the Kiippelforia hocfcfcfczan and from then on the accumulation of the "rearmost component" is brought to the height of the building The pressure structure for each stage! binder (b) provided two bearing parts (a) and (n) toeammes with the bolts (i) and (k) during the lifting of the dome initially rotatable around the bolt (i) and after bolt (k) neeh reaching the Xiuppelfora the fixed connection snrieehea dome girder (b) and pressure ring (β) hBT ₉ filhreöd to connection for the © m pulling ring m © sk © ffimead @ n components of the dome especial® (o ) with eight bolts each and for the end of the lug ring links Ce) _{9 of} the dome bins (b), iBT side armor (e) and aer main supports (d) Iseh Sinbau dsr k ^ ugringglieder and attachment of the side binder usö lever supports is then raised further en bit the side ties reached their final® position • 4 - have UEÖ second in this Lag® di © is (β) of the side binder (s) drawn and di © ämesiren Zugringtaile MSOE BecbT ^ rbänäe installed waröen Then the Ettppelkoßstruktion completely absorbed uuä AEIE siefe a "late Eubbewegung eisetellenden supports {&) on the bearings (w) be discontinued and WsndkonBtruktiozi rait neck UNAE cultivated what Ms hoehgezogen © SuppeIkonetruktion tom Aufetellungsmast released and the load can fitrdeß mined using the dome " ZMW method, positioning of domed according Ansprueh I ₈ dsdiirch in dase d © s process in the reverse order * kelirter examined zuia degradation of the construction is applicable.