Method of and parts used in the construction of a prestressed concrete structure
AssigneeDyckerhoff & Widmann Aktiengesellschaft
InventorUlrich Finsterwalder
Life of this patent
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AssigneeDyckerhoff & Widmann Aktiengesellschaft
InventorUlrich Finsterwalder
Estimating the term…
In the construction of a prestressed concrete structure, such as a bridge girder, forms for at least a part of the structure are built and a thin-walled sheathing tube is placed within the forms. Axially displaceable stiffener tubes extend through the sheathing tube. After the concrete is poured into the forms around the sheathing tube and sets, a steel bar is pushed through the sheathing tube and displaces the stiffener tubes. The steel bar can be left in the sheathing tube as the tendon or replaced with a tendon. Subsequently, the tendon is tensioned. Spacers encircling the steel bar keep it centered as it is pushed through the sheathing tube. Preferably, the stiffener tubes consist of an inner tube and an outer tube and each is made up of a plurality of short axially extending lengths with the joints of the inner tube staggered relative to the joints of the outer tube.
Method of constructing a longitudinally extending structure of prestressed concrete comprising building formwork for at least a longitudinally extending portion of the structure, placing at least one thin-walled sheathing tube into the formwork extending in the longitudinal direction for forming a duct extending therethrough, pouring concrete into the formwork and incorporating a sheathing tube therein, inserting a tendon into the duct formed by the sheathing tube after the concrete has set for a desired period and tensioning the tendon, wherein the improvement comprises stiffening the sheathing tube before pouring the concrete by inserting smooth-walled tubes of plastic or the like through the sheathing tube for the length thereof to be incorporated into the concrete and fitting the smooth-walled tubes within the sheathing tube with little play therebetween, retaining the smooth-walled tubes within the sheathing tube during the placing and setting of the concrete, and axially displacing the smooth-walled tubes out of the sheathing tube so that the tendon can be inserted therein and subsequently tensioned.
Dependencies are inferred from the claim text.