A method for producing a tower construction from reinforced concrete having at least one cavity that extends in the longitudinal direction within the tower construction, wherein - along a periphery of the tower construction there are arranged double-wall elements, each comprising an external plate as well as an internal plate in vertical or inclined position, forming vertical external joints in-between adjacent external plates as well as vertical internal joints in-between adjacent internal plates, - the double-wall elements are secured against toppling over in their position arranged next to each other by means of an attachment to rails of a climbing formwork, - in the area of the vertical external joints as well as the vertical internal joints between the external plates and the internal plates there is installed a reinforcement, which crosses the vertical external joints and the vertical internal joints, - in the area of the horizontal external joints as well as the horizontal internal joints between the external plates and the internal plates there is installed a reinforcement, which crosses the horizontal external joints and the horizontal internal joints, - the vertical external joints and the vertical internal joints in-between the double-wall elements are closed using filling concrete, grouting mortar, silicone or a sealing strip, - a working platform arranged along the periphery of the tower construction is lifted by one construction section height, - the double-wall elements are filled with filling concrete and - the above-indicated steps for producing a construction section having a construction section height, which essentially corresponds to a height of the double-wall elements, are repeated as often as necessary to obtain a desired overall height of the tower construction. - along a periphery of the tower construction there are arranged double-wall elements, each comprising an external plate as well as an internal plate in vertical or inclined position, forming vertical external joints in-between adjacent external plates as well as vertical internal joints in-between adjacent internal plates, - the double-wall elements are secured against toppling over in their position arranged next to each other by means of an attachment to rails of a climbing formwork, - in the area of the vertical external joints as well as the vertical internal joints between the external plates and the internal plates there is installed a reinforcement, which crosses the vertical external joints and the vertical internal joints, - in the area of the horizontal external joints as well as the horizontal internal joints between the external plates and the internal plates there is installed a reinforcement, which crosses the horizontal external joints and the horizontal internal joints, - the vertical external joints and the vertical internal joints in-between the double-wall elements are closed using filling concrete, grouting mortar, silicone or a sealing strip, - a working platform arranged along the periphery of the tower construction is lifted by one construction section height, - the double-wall elements are filled with filling concrete and - the above-indicated steps for producing a construction section having a construction section height, which essentially corresponds to a height of the double-wall elements, are repeated as often as necessary to obtain a desired overall height of the tower construction.