METHOD FOR PRODUCING A TOWER CONSTRUCTION FROM REINFORCED CONCRETE

摘要

The invention relates to a method for producing a tower construction (1) from reinforced concrete having at least one cavity (35) that extends in the longitudinal direction within, wherein essentially initially there are arranged along a periphery (12) of the tower construction (1) double-wall elements (2), each comprising an external plate (3) as well as an internal plate (4) in vertical or inclined position, forming vertical external joints (5) as well as vertical internal joints (6) between the external plates (3) and the internal plates (4), wherein the double-wall elements (2) are secured against toppling over in their position arranged next to each other, wherein subsequently there is installed a reinforcement (9) in the area of the vertical external joints (5) in-between the external plates (3) as well as the vertical internal joints (6) in-between the internal plates (4), followed by the vertical external joints (5) and the vertical internal joints (6) in-between the double-wall elements (2) being suitably closed and the double-wall elements (2) being filled using filling concrete (23). This is repeated as often as necessary until a desired overall height of the tower construction (1) is obtained.

主权项

1. A method for producing a tower construction (1) from reinforced concrete having at least one cavity (35) that extends in the longitudinal direction within the tower construction (1), wherein
along a periphery (12) of the tower construction (1) there are arranged double-wall elements (2), each comprising an external plate (3) as well as an internal plate (4) in vertical or inclined position, forming vertical external joints (5) in-between adjacent external plates (3) as well as vertical internal joints (6) in-between internal plates (4), the double-wall elements (2) are secured against toppling over in their position arranged next to each other by means of temporary supports, in the area of the vertical external joints (5) as well as the vertical internal joints (6) between the external plates (3) and the internal plates (4) there is installed a reinforcement (9), which crosses the vertical external joints (5) and the vertical internal joints (6), in the area of the horizontal external joints (7) as well as the horizontal internal joints (8) between the external plates (3) and the internal plates (4) there is installed a reinforcement (10), which crosses the horizontal external joints (7) and the horizontal internal joints (8), the vertical external joints (5) and the vertical internal joints (6) in-between the double-wall elements (2) are closed using filling concrete (23), grouting mortar (21), silicone or a sealing strip (42), a working platform (13) arranged along the periphery (12) of the tower construction (1) is lifted by one construction section height (36), the double-wall elements (2) are filled with filling concrete (23) and the steps for producing a construction section having a construction section height (36), which essentially corresponds to a height (38) of the double-wall elements (2), are repeated as often as necessary to obtain a desired overall height of the tower construction (1).