Super high-rise building

Abstract

A super high-rise building ( 1 ) comprising a main support structure ( 10 ) of reinforced concrete, and a base ( 20; 20″; 20′″ ) having at least four corners ( 13 ). The main support structure ( 10 ) is formed of at least two walls ( 11 ), each extending all the way between diametrically opposed external wall corners ( 13 ) of said base ( 20 ). Said two walls ( 11, 11 ) intersect each other, and at least an intermediate portion ( 14 ) of the respective wall ( 11 ) extends to an uppermost portion of said super high-rise building ( 1 ).

1 . A super high-rise building ( 1 ) comprising a main support structure ( 10 ) of reinforced concrete, and a base ( 20 ;  20 ′;  20 ″) having at least four corners ( 13 ), characterized in that the main support structure ( 10 ) is formed of at least two walls ( 11 ), each extending all the way between diametrically opposed external wall corners ( 13 ) of said base ( 20 ,  20 ′,  20 ″), that said two walls ( 11 ,  11 ) intersect each other, and that at least an intermediate portion ( 14 ) of the respective wall ( 11 ) extends to an uppermost portion of said super high-rise building ( 1 ). 
     
     
         2 . The super high-rise building ( 1 ) according to  claim 1 , characterized in that said two walls ( 11 ,  11 ) intersect each other at said intermediate portion ( 14 ) of the respective wall ( 11 ). 
     
     
         3 . The super high-rise building ( 1 ) according to  claim 2 , characterized in that said intermediate portion ( 14 ) of the respective wall ( 11 ) is a centre portion of the respective wall ( 11 ). 
     
     
         4 . The super high-rise building ( 1 ) according to any one of the preceding claims, characterized in that, at the external wall corner ( 13 ) associated to each wall ( 11 ), an end ( 16 ) of respective wall ( 11 ) is provided with an external wall support structure ( 30 ) extending horizontally from said end ( 16 ) along a portion of a respective adjacent external wall ( 40 ) and to a height where said adjacent external wall ( 40 ) ends. 
     
     
         5 . The super high-rise building ( 1 ) according to any one of the preceding claims, characterized in that at least a pair of opposed support structures ( 50 ) are arranged at the intermediate portion ( 14 ) of the respective wall ( 11 ), the ends ( 51 ) of which extend to the respective wall ( 11 ). 
     
     
         6 . The super high-rise building ( 1 ) according to any one of the preceding claims, characterized in that, in case of said base ( 20 ,  20 ′,  20 ″) having the shape of a quadrangle, at the intermediate portion ( 14 ) of the respective wall ( 11 ), central support structures ( 52 ) are arranged with a corresponding quadrangle shape, the ends ( 51 ) of which extend to the respective wall ( 11 ) such as to form at least one first vertically extending shaft ( 54 ). 
     
     
         7 . The super high-rise building ( 1 ) according to any one of the preceding claims, characterized in that, at the external wall corner ( 13 ) associated to each wall ( 11 ), an end ( 16 ) of said walls ( 11 ) is provided with a corner support structure ( 32 ) extending at right angle from each adjacent external wall ( 40 ) to said wall ( 11 ) so as to form a corner support structure ( 31 ), said corner support structure ( 31 ) extending to a height where said adjacent external walls ( 40 ) end, and said corner support structure ( 31 ) forms a second vertically extending shaft ( 33 ). 
     
     
         8 . The super high-rise building ( 1 ) according to  claim 7 , characterized in that at least a further corner support structure ( 34 ) is arranged adjacent each corner support structure ( 31 ) along the walls ( 11 ) towards the intermediate portion ( 14 ) of the respective wall ( 11 ), said further corner support structure ( 34 ) has the same quadrangle shape as the base ( 20 ), and that the wall ( 11 ) extends through each said further corner support structure ( 34 ). 
     
     
         9 . The super high-rise building ( 1 ) according to  claim 1 , characterized in that, in case of said base ( 20 ) has the shape of a quadrangle, said at least two walls ( 11 ) are formed of a plurality of quadrangles ( 70 ) mutually having the same form, that at the intermediate portion ( 14 ) of respective wall ( 11 ) a centre quadrangle ( 70   a ) is formed, that at each corner ( 71 ) of said centre quadrangle ( 70   a ) said plurality of quadrangles ( 70 ) are connected to each other at diametrically opposed corners ( 72 ) such that respective side ( 70   b,    70   c ) of the centre quadrangle ( 70 ) and each quadrangle ( 70   a ) is parallel with a respective side ( 20   a ) of the base ( 20 ). 
     
     
         10 . The super high-rise building ( 1 ) according to anyone of the preceding claims, characterized in that further vertical support structures ( 80 ) are arranged between the walls ( 11 ). 
     
     
         11 . The super high-rise building ( 1 ) according to  claims 6  and  7 , characterized in that said at least one first vertically extending shaft ( 54 ) and said second vertically extending shaft ( 33 ) form shafts for service functions of the super high-rise building ( 1 ), which functions are selected from the group consisting of lifts, ventilation equipment, electric cables and piping. 
     
     
         12 . The super high-rise building ( 1 ) according to any one of the preceding claims, characterized in that the reinforcement of the concrete of at least said main support structure ( 10 ) comprises a material selected from the group consisting of steel, glass fibre and carbon fibre or a combination thereof. 
     
     
         13 . The super high-rise building ( 1 ) according to any one of the preceding claims, characterized in that said base ( 20 ) has the shape of a quadrangle and that four centrally arranged vertical support structures ( 90 ) are arranged to extend between the walls ( 11 ), wherein the centrally arranged vertical support structures ( 90 ) are directed towards the centre of the building and are provided with fire proof doors at the ends of the centrally arranged vertical support structures ( 90 ) so that at least four main confined spaces are formed, which main confined spaces each provide its own fireproof cell.