A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention relates to a building, in particular a wind power tower (1), which is pre-tensioned by means of at least one tensioning element (3), comprising a foundation (2), a tower body section (4) consisting of concrete, in particular of a plurality of precast concrete elements (5) arranged one above the other, and a roof (6), said tensioning element (3) being provided at least at one end thereof with a tensioning element anchoring structure (7, 7a, 7b). The tensioning element anchoring structure (7, 7a, 7b) has a receptacle (8) into which the first end (10a) of the anchoring rod (9) is fastened, in particular screwed. The second end (10b) of the anchoring rod (9) is anchored on the foundation (2) or the top (6). In a corresponding method for producing a building, a first end (10a) of the anchoring rod (9) is fastened, in particular screwed, into a receptacle (8) of the tensioning anchoring structure (7, 7a, 7b), and a second end (10b) of the anchoring rod (9) is anchored on the foundation (2) or on the roof (6).
一种建筑物、尤其是风力发电塔(1)，其利用至少一个张紧件(3)预紧，建筑物具有地基(2)、塔身区段(4)以及顶部(6)，塔身区段由混凝土、尤其由多个彼此相叠地布置的混凝土预制件(5)构成，其中，所述张紧件(3)至少在其一端部上设有张紧件锚固结构(7、7a、7b)。张紧件锚固结构(7、7a、7b)具有容纳部(8)，锚固杆(9)的第一端部(10a)紧固、尤其拧入到该容纳部中。锚固杆(9)的第二端部(10b)锚固在地基(2)或顶部(6)上。在用于制造建筑物的相应方法中，锚固杆(9)的第一端部(10a)紧固、尤其拧入到张紧件锚固结构(7、7a、7b)的容纳部(8)中，并且锚固杆(9)的第二端部(10b)锚固在地基(2)或顶部(6)上。
The invention relates to a building, in particular a wind power tower (1), which is pre-tensioned by means of at least one tensioning element (3), comprising a foundation (2), a tower body section (4) consisting of concrete, in particular of a plurality of precast concrete elements (5) arranged one above the other, and a roof (6), said tensioning element (3) being provided at least at one end thereof with a tensioning element anchoring structure (7, 7a, 7b). The tensioning element anchoring structure (7, 7a, 7b) has a receptacle (8) into which the first end (10a) of the anchoring rod (9) is fastened, in particular screwed. The second end (10b) of the anchoring rod (9) is anchored on the foundation (2) or the top (6). In a corresponding method for producing a building, a first end (10a) of the anchoring rod (9) is fastened, in particular screwed, into a receptacle (8) of the tensioning anchoring structure (7, 7a, 7b), and a second end (10b) of the anchoring rod (9) is anchored on the foundation (2) or on the roof (6).
一种建筑物、尤其是风力发电塔(1)，其利用至少一个张紧件(3)预紧，建筑物具有地基(2)、塔身区段(4)以及顶部(6)，塔身区段由混凝土、尤其由多个彼此相叠地布置的混凝土预制件(5)构成，其中，所述张紧件(3)至少在其一端部上设有张紧件锚固结构(7、7a、7b)。张紧件锚固结构(7、7a、7b)具有容纳部(8)，锚固杆(9)的第一端部(10a)紧固、尤其拧入到该容纳部中。锚固杆(9)的第二端部(10b)锚固在地基(2)或顶部(6)上。在用于制造建筑物的相应方法中，锚固杆(9)的第一端部(10a)紧固、尤其拧入到张紧件锚固结构(7、7a、7b)的容纳部(8)中，并且锚固杆(9)的第二端部(10b)锚固在地基(2)或顶部(6)上。
Building preloaded with at least one tensioning element and method for producing building preloaded with at least one tensioning element
利用至少一个张紧件预紧的建筑物以及用于制造利用至少一个张紧件预紧的建筑物的方法
BATES TIM (author)
2022-06-17
Patent
Electronic Resource
Chinese
| European Patent Office | 2022
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