US2012137599A1PendingUtilityA1

Building accessible for persons

Assignee: HOFMAN GERARDUS STEPHANUSPriority: Jul 31, 2009Filed: Jul 22, 2010Published: Jun 7, 2012
Est. expiryJul 31, 2029(~3 yrs left)· nominal 20-yr term from priority
G09F 19/226E04H 6/10G09F 15/02
19
PatentIndex Score
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Claims

Abstract

Building accessible for persons, in particular a garage, comprising a load bearing structure, wherein at least a part of a facade of said building is formed by a textile, wherein at least 30% of the total surface area of the facade is open to air. Preferably the textile has a coarseness such that at least 30% of the total surface of said textile is open to air.

Claims

exact text as granted — not AI-modified
1 . A building accessible for persons, comprising a load bearing structure, wherein at least a part of a facade of said building is formed by a textile, wherein at least 30% of the total surface area of the facade is open to air and wherein the load bearing structure of the building includes structural steel framing. 
     
     
         2 . The building according to  claim 1 , wherein substantially the whole facade is formed by the textile. 
     
     
         3 . The building according to  claim 1 , wherein the textile is manufactured from a material chosen from the group of natural or artificial fibres or a combination thereof. 
     
     
         4 . The building according to  claim 1 , wherein the textile is provided with a print. 
     
     
         5 . The building according to  claim 1 , wherein the textile has a coarseness such that at least 30% of the total surface of said textile is open to air. 
     
     
         6 . The building according to  claim 1 , wherein at least stands of said load bearing structure are formed by structural steel framing. 
     
     
         7 . The building according to  claim 1 , further including at least one floor, wherein said floor is formed by at least one profiled concrete slab. 
     
     
         8 . The building according to  claim 7 , wherein said profiled concrete plate comprises a hollow core slab. 
     
     
         9 . The building according to  claim 7 , wherein the load bearing structure is arranged to support said slab at the perimeter of said floor. 
     
     
         10 . A method of using textile as a facade for a garage, according to comprising:
 providing a load bearing structure, wherein at least a part of a facade of said building is formed by a textile, wherein at least 30% of the total surface area of the facade is open to air and wherein the load bearing structure of the building includes structural steel framing.   
     
     
         11 . A method for manufacturing a garage, comprising providing a load bearing structure and providing a textile as facade, wherein the load bearing structure of the building comprises structural steel framing and wherein at least 30% of the total surface area of the facade is open to air. 
     
     
         12 . The building according to  claim 1 , wherein said building is a parking garage. 
     
     
         13 . The building according to  claim 2 , wherein the textile is manufactured from a material chosen from the group of natural or artificial fibres or a combination thereof. 
     
     
         14 . The building according to  claim 2 , wherein the textile is provided with a print. 
     
     
         15 . The building according to  claim 2 , wherein the textile has a coarseness such that at least 30% of the total surface of said textile is open to air. 
     
     
         16 . The building according to  claim 2 , wherein at least the stands of said load bearing structure are formed by structural steel framing. 
     
     
         17 . The building according to  claim 2 , further including at least one floor, wherein said floor is formed by at least one profiled concrete slab. 
     
     
         18 . The building according to  claim 17 , wherein said profiled concrete plate comprises a hollow core slab. 
     
     
         19 . The building according to  claim 17 , wherein the load bearing structure is arranged to support said slab at the perimeter of said floor.

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