DE202004014897U1 - Between towering, load-bearing building suspended building - Google Patents

Abstract

Building (1, 1a to 1h) interposed between towering 'stressed' elongated Suspended components is, characterized in that the building a longer length than Has width, and that the two Head sides of the building over tension members (3) each hung on a mast are so that that Building between two masts (8) at a distance to the ground and / or floating to the water surface.

Description

field of use

The The invention relates to a construction according to the preamble of the claim 1. To the definition of the term 'building': buildings are independently usable, roofed Structural facilities that can be entered by people and suitable or intended, the protection of humans, animals or things to serve. These include for example not bridges, streets and dams.

State of the art

When State of the art, the already realized project "SU-SI" of the Austrian Architects Johannes Kaufmann can be cited. It is about a mobile building unit in timber construction, the raised can be (http // www.ikarch.at / system.php? section = 3 & item = 1) - the structure this building unit is 'on pressure'.

versions of significantly 'train loaded' building suspensions are currently unknown. There are draft documents in idea form but not for a realization has been worked out (http://www.treehousesofhawaii.com/competition/finalists/index.htm) and therefore do not have the required detailing.

in the bridge building are also similar Design principles known.

• D E 15 34 737 B
• DE 102 04 898 A1
• DE 16 09 500 A
• CH 4 20 579
• FR 13 62 650
• sGB 11 04 068

Other prior art references can be found in the following references:

• DE 15 34 737 B
• DE 102 04 898 A1
• DE 16 09 500 A
• CH 4 20 579
• FR 13 62 650
• sGB 11 04 068

disadvantage of the prior art

• – Der Raum unterhalb solcher Gebäude ist durch die Stützen nur beschränkt nutzbar. Gebäude dieser Art sind in hohem Maße setzungsempfindlich. Die Standsicherheit in Erdbebengebieten ist dadurch beeinträchtigt.
• – Tragwerk und Boden müssen aufeinander abgestimmt werden. Bauen im Hang erfordert genaue Kenntnis der Örtlichkeit.
• – Auf Druck beanspruchte Bauteile erfordern konstruktionsbedingt eine größere Dimensionierung als auf Zug beanspruchte Bauteile.
• – Die Gebäude nach dem Stand der Technik weisen nur eingeschränkte Fähigkeit für schnellen Auf- und Abbaus auf.
• – Durch fehlende Elementierung und Skalierbarkeit können die Herstellungskosten einer Serienfertigung entgegenstehen.
• – Die nach dem Stand der Technik bekannten Gebäude können zumeist nicht ohne größeren Aufwand individuell an den jeweiligen Einsatzzweck angepasst werden – dies betrifft beispielsweise die gewünschte Höhe des Gebäudes, die Beachtung der Gegebenheiten des Untergrundes.

The following disadvantages can be stated:

• - The space below such buildings is limited by the supports available. Buildings of this type are highly sensitive to settlement. The stability in seismic areas is thereby impaired.
• - The structure and floor must be coordinated. Building in the hill requires exact knowledge of the location.
• - Components subject to pressure require design-related greater dimensioning than tensile stressed components.
• The prior art buildings have limited ability for rapid assembly and disassembly.
• - Missing elementation and scalability, the manufacturing costs of a series production can be opposed.
• - The well-known in the prior art buildings can usually not be adapted individually to the particular application without much effort - this concerns, for example, the desired height of the building, observance of the conditions of the substrate.

Task of invention

task The invention is a building like this hang, that all occurring forces (Dead loads, payloads, wind loads, snow loads) über'auf train claimed Connections' in towering, load-bearing components are introduced.

there should one possible floating or Iosgelöster Impression of the building arise. In addition, the design should have a minimal contact surface for Floor.

The Invention can be used in particular where a special optical effect through a sophisticated architectural design should be achieved. Such uses are for example too see at sporting events (ski and snowboard events or motorsport events), because here also the space under the building for the actual event purpose can be used further.

Farther can the building also in the exhibition and in the event area are used and thereby act as an exclusive reception or lounge area while doing so at the same time also be equipped with catering facilities. It can also be used as a holiday home on the beach or slope for exclusive Use to be used. Depending on the purpose and location can do it individual units also equipped as classrooms or showrooms become.

Solution of task

These The object is achieved by a construction having the features of the claim 1 solved. It should be noted that under a mast also a pillar, a pillar or a pillar can be understood.

Advantages of invention

• – Der Raum unterhalb des Gebäudes ist stützenfrei und damit uneingeschränkt nutzbar. Die Landschaft unterhalb des Gebäudes kann unberührt bleiben – so ist eine Weg- oder Wasserführung unter dem Gebäude denkbar. Es eignet sich somit besonders zur Errichtung auf Grundstücken, an die hohe Ansprüche hinsichtlich der'Einbindung in die Landschaft' gestellt werden.
• – Die Konstruktion ist setzungsunempfindlich und daher erdbebensicher.
• – Durch die geringere Dimensionierung der auf Zug beanspruchten Bauteile entsteht ein Iosgelöster Eindruck. Diese außergewöhnliche Bauweise eignet sich daher besonders für Projekte, bei denen das Gebäude eine besondere optische Wirkung erzielen soll.

The following advantages are offered by the invention:

• - The space below the building is column-free and thus fully usable. The landscape below the building can be left untouched - so a way or water guide under the building is conceivable. It is thus particularly suitable for construction on land, to which high demands are made with regard to the 'integration into the landscape'.
• - The construction is insensitive to settlement and therefore earthquake-proof.
• - Due to the smaller dimensions of the claimed components to train a Iosgelöster impression. This unusual design is therefore particularly suitable for projects in which the building should achieve a special visual effect.

presentation and explanation

The 1 is an axonometry and shows an embodiment of the invention. Instead of the building shown and described here ( 1 ), other constructions or an open platform are conceivable.

The building ( 1 ) here is a flexible spatial development of the materials steel, wood and textile membrane for quick assembly on the ground. Designed for suspension between masts ( 8th ).

The textile membrane spans a structure of free-form glued laminated timber frame. These are rigidly interconnected by means of slotted plates. The frames ( 1a ) distribute evenly over two under-stressed beams ( 2 ) made of steel round tubes ( 2a ), which in the plane of the frame ( 1a ) by glulam beams ( 1b ) are connected. The ceiling of board stack elements ( 1c ) stiffens the construction horizontally. Vertical bracing is achieved by variable wall elements ( 1f ) inside the room. The stiffening effect is achieved by pressure rods ( 1d ) passed from frame to frame.

The Basic structure of the building can through non-loadbearing walls, Windows and door elements added become. Other roof structures are conceivable.

There are numerous conventional development options ranging from spiral staircases to single-storey to double-flight straight staircases.

installation procedure

foundations

The foundation of the construction depends on local factors and can be carried out according to different conventional designs. In normal soil conditions, individual foundations ( 12 ) below the steel masts ( 8th ) and anchor plate foundations ( 13 . 14 ) for absorbing the tensile forces from the spiral cables ( 4 ) and ( 5 ).

Straightening the masts

The masts ( 8th ) are already in the factory with the upper suspension points ( 7 ) and the lower attachment points ( 9 ) welded according to static specifications. To straighten the masts a crane is necessary.

At the place of assembly, the spiral cables ( 3 . 4 . 5 ) at the fork heads with bolts at the upper suspension point ( 7 ) in accordance with the manufacturer's instructions of the used Zugseilsystems attached. (Finished pull rope or tie rod systems are available on the market.) Afterwards, the forks ( 3 ) Mounting parts connected for extension.

Lifting the mast with auxiliary rope at the upper suspension point ( 7 ) and screwing on the lower attachment point ( 9 ) on threaded rods in the foundation ( 12 ) are concreted.

Now the fork-wrench locks of the spiral ropes ( 4 ) and ( 5 ) at the attachment points ( 10 ) and ( 11 ) connected. To prevent the masts from tipping over, the upper mast ends can be provisionally connected with a rope. After the suspension of the building ( 1 ) the cable connection can be removed again.

Building ( 1 )

The two steel beams ( 2 ) are prefabricated in the factory and hot-dip galvanized and consist of: steel round tubes ( 2a ), Pressure rods ( 2 B ), Traction cables ( 2c ), welded connection plates ( 2d . 2e . 2f ) and circular pipe connections ( 2g ).

The steel girders ( 2 ) are jacked up on the ground. Screwing on the prefabricated glued laminated timber beams ( 1b ) to welded connection plates ( 2d ).

The bars ( 1b ) have holes through which now the plumbing and electrical installation ( 1g ) can be performed. The installation should be done by stainless steel panels - to the beams ( 1b ) with wood screws - covered from below.

It follows the laying and fixing of the board stacking elements ( 1c ) to bars ( 1b ) by means of screws. Screwing the glulam frame ( 1a ) to connection plates ( 2d ). Screw on the Pressure rods ( 1d ) on pre-drilled holes in the frame ( 1a ).

Now, after the basic structure is built, the partitions ( 1e ) and ( 1f ) are inserted into the framework and fastened with screw connections.

It follows the possible installation of windows, doors, parapets, sanitary objects, as well as lightweight partitions. After completion of the interior fitting, the textile membrane is attached to the frame by a competent assembly team ( 1a ) attached.

Suspension of the building ( 1 )

Prior to this, bulky items of furniture should be set up and secured against movement. The building is raised at four points with a cargo crane. At the same time, fitters in the building pull the spiral cables ( 3 ) attached mounting parts to himself.

The building ( 1 ) is raised so far that the fitters the forks of the spiral ropes ( 3 ) loosely on the connection plates ( 2e ). After this has been done, the building is lowered slowly until the spiral ropes ( 3 ) tighten. Now the pretensioning cables ( 6 ) with fork heads on the connection plates ( 2f ) and with fork-type locks on the connection plates of the lower attachment point ( 9 ) are attached. Then the adjustment can be made to all turnbuckles.

It follows the review of all Attachment points and any stress tests before the Lifting device of the crane is removed.

Figure declaration

1 shows an axonometry of the invention

2 shows enlargements 1

3 shows a view of the construction

4 shows the ground plan of the construction

5 shows a section along the cutting guide lines A-A 4

6 shows a plan view of geometric arrangement examples

Claims (10)

Building ( 1 . 1a to 1h ), which is suspended between towering, 'pressure-stressed' elongated components, characterized in that the building has a greater length than width, and that the two head sides of the building via tension members ( 3 ) are each hung on a mast, so that the building between two masts ( 8th ) floats at a distance to the ground and / or the water surface. Building according to claim 1, characterized in that the building has tension members ( 6 ) is anchored to the ground. building according to claim 1 or 2, characterized in that it has a Has bottom plate to which the tension members are attached. Building according to claim 3, characterized in that the bottom plate has at least two lateral side members ( 2a ), which are interconnected by means of crossbeams ( 1b ) are attached. building according to claim 3 or 4, characterized in that the on the bottom plate arranged structures are attached only to the bottom plate. Building according to one of claims 3 to 5, characterized in that the structures of the floor slab comprise a plurality of frames ( 1a ), which are arranged perpendicularly and transversely to the longitudinal direction of the bottom plate. Building according to claim 6, characterized in that at least the upper part of the frames ( 1a ) is basket-bow-shaped. Building according to one of the preceding claims, characterized in that the floor has longitudinal beams at least on its two longitudinal sides, which on its underside has an undervoltage ( 2 B . 2c ) exhibit. building according to one of the preceding claims, characterized characterized in that Roof skin is covered by a textile membrane or film. Building according to one of the preceding claims, characterized in that the side walls of lamellas or louvre windows ( 1h ) are formed at least in the lower region.