Abstract: Disclosed is a formwork element (1) which can be assembled with other formwork elements (1) so as to form a formwork structure. A formwork shell (4) having an adjustable curvature is supported by means of back supports (5) so as to create a stiff formwork element (1) that sustains concreting pressure. The supports (5) have a preferably trapezoidal cross section and are provided with fastening flanges (6) on the edges thereof and at least one girder (7) that is located at a distance from the formwork shell (4). The length of the girder (7) is adjustable in order to set or modify the curvature of the formwork shell (4) which is mare of steel or plastic. Intermediate pieces (9) are disposed between the fastening flanges (6) of the supports (5) and the formwork shell (4). The fastening flanges (6) are fixed to said intermediate pieces (9) so as to be pivotable or tiltable relative thereto about the longitudinal direction thereof.

Abstract: Disclosed is a formwork element (1) which can be assembled with other formwork elements (1) so as to form a formwork structure. A formwork shell (4) having an adjustable curvature is supported by means of back supports (5) so as to create a stiff formwork element (1) that sustains concreting pressure. The supports (5) have a preferably trapezoidal cross section and are provided with fastening flanges (6) on the edges thereof and at least one girder (7) that is located at a distance from the formwork shell (4). The length of the girder (7) is adjustable in order to set or modify the curvature of the formwork shell (4) which is mare of steel or plastic. Intermediate pieces (9) are disposed between the fastening flanges (6) of the supports (5) and the formwork shell (4). The fastening flanges (6) are fixed to said intermediate pieces (9) so as to be pivotable or tiltable relative thereto about the longitudinal direction thereof.

Abstract: The form panel (1) has a lining skin (2) and girders (4) supporting the lining skin (2) on the side averted from the concrete, as well as possibly marginal webs (3) which run approximately parallel to the girders (4) and enable adjacent form panels (1) to be coupled and connected to one another. The girders (4) have an approximately U-shaped cross section, the U-limbs (5) departing from a U-crosspiece (6) to diverge slantwise and having at their free ends, where they are furthest apart from each other, oppositely directly fastening flanges (7) for joining to the lining skin (2).

Abstract: A form panel 1 has marginal sections 2, arranged at parallel edges or running around all the edges, which have a hollow cross-section and have in each case located at right angles to a lining skin 3 an abutment web 4 composing the outermost edge of the form panel 1. The abutment web 4 can be laid against a corresponding abutment web 4 or against a marginal strip 5, for instance a flat marginal strip 5 of a neighboring form panel. The further webs of the hollow marginal section 2 are in the form of an approximately U-shaped section 6 with two U-limbs 7, 8 and a crosspiece 29. The edges of the U-limbs 7, 8 are overlapped by the abutment web 4, and at least one U-limb, suitably the U-limb 7 remoter from the lining skin 3, is firmly connected, e.g., welded, to the abutment web 4. The abutment web 4 has a fastening flange 9 engaging, particularly lapping over the side of the lining skin 3 facing the concrete, but at the same time suitably sunk into the lining skin 3.

Abstract: Formwork with form panels 1 and connecting means, namely clamps 7 and/or bolts 11 includes closed, hollow marginal sections 2 having an abutment web 5 projecting at right angles to a lining skin 4 and extending along the outermost edge of the form panel 1 and serving to be laid tightly against a corresponding abutment web 5 or flat marginal strip 13 of a neighboring form panel. Holding webs 6 of the marginal sections 2 may have depressions 8 for application of clamp points. Oblong perforations or keyholes 10 for inserting connecting bolts 11 are provided side by side, in spaced relationship, longitudinally of the abutment web. The connecting bolts have projections 12 that jut out radially from an end of the bolt and engage behind the edges of the perforations in a locking position. The spacing and size of the perforations 10 corresponds with similar perforations 10 in marginal sections 2 or flat marginal strips 13 of adjacent form panels 1.

Abstract: Formwork for surfaces varying in curvature has a face sheet adjustable with respect to its curvature, girders supporting the face sheet and applied to the girders, in spaced relationship to the face sheet, there is a boom system which is composed of individual boom members bridging the girders and is suitably attached to the girders at the outsides thereof averted from the face sheet. Adjustment of the curvature of the face sheet is carried out by altering the effective length of the boom members between the girders. The mutually opposed formwork elements are adapted to be braced together by means of formwork anchor ties. A crosspiece in the form of a boom member is applied to a formwork element at at least two girders and simultaneously serves as an abutment for the formwork anchor tie, the latter therefore being arranged between and having its reaction forces transferred to the two girders.