Dyckerhoff & Widmann Aktiengesellschaft

Firma Dyckerhoff & Widmann Aktiengesellschaft

Ulrich Finsterwalder

Klemens Finsterwalder

Kurt Koch

Otto Seidl

Hans Puls

A hollow reinforced concrete sphere can be used as a container for transporting compressed gas, such as natural gas. Such containers can be interconnected and towed from one place to another by an ocean-going tugboat. Each container is formed with three band-like groups of reinforcing rings. Each group has its reinforcing rings disposed at right angles to the reinforcing rings in the other groups. The inner and outer surfaces of the container walls can be covered with a desired coating. In constructing the containers, they can be built at the water's edge and then rolled into the water.

Container for transporting compressed gas, such as natural gas, and

A flowable concrete mixture which possesses high strength and which provides facile placement of the mixture in structural forms composed of cement glue and aggregates, the viscosity of the cement glue and volume weight of the aggregates being adjusted so that the aggregates are suspended in the cement glue and remain suspended until the cement glue hardens.

Flowable concrete mixture

Floating platforms for various offshore facilities are formed of float members monolithically connected to a superposed platform. The float members are spherically shaped and are formed of reinforced or prestressed concrete. The platform can be a hollow planar member or it can be curved in one or two directions, and the platforms are formed of prestressed concrete. Cylindrical shafts can be used to connect the spherically shaped floats and the platform. Individual floating platforms can be connected by expansion joints and used as a runway. The float members can be constructed at the shoreline, launched into the water and held in a regular pattern while decked over with the platform. After completion of the construction procedure, the floating platform can be moved to an offshore location for use.

Floating platform with monolithically formed float members and platform

Containers for storing crude oil or other liquids at offshore locations are formed preferably of reinforced concrete, though prestressed concrete can be used. The containers can be floated into position and sunk onto the ocean floor. Each container is bottle-shaped and consists of a lower storage section and an upper or neck section. The lower section is located below water and the neck section extends upwardly to a point above the water level. The maximum diameter of the lower section is considerably greater than the maximum diameter of the upper section. A platform or platform section can be provided on the upper end of the upper section. A number of containers can be grouped together and interconnected at their upper ends by a platform.

Container for the offshore storage of liquids

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 and parts used in the construction of a prestressed concrete

A floating roadway assembly adapted to support road vehicles is formed from a plurality of pontoons consisting of concrete material and connected together by a plurality of elongated metal carrying rods which extend longitudinally through each of the pontoons to join them together to form the roadway. The rods are resistant to traction and pressure and the connection between the rods and each of the pontoons is made so as to enable relative movement therebetween longitudinally of the rods.

Floating roadway assembly for road vehicles

There is disclosed a process for the production of a bridge girder system of prestressed concrete in sectional cantilever construction in which prefabricated sections comprising the whole superstructure cross-section formed as hollow boxes, are drawn tightly together in the longitudinal direction of the bridge to form a monolithically acting girder system, the process comprising the steps of arranging a plurality of bridge sections in succession in the longitudinal direction of the bridge, assembling said sections to form a set, said set of sections having been simultaneously prefabricated while separating the surfaces which are to be turned toward one another (in the subsequent incorporation of the individual sections in the bridge structure) by steel sheets, and then moving the sections into position individually so that they are held solely by means of the frictional connection produced by the prestressing between their contacting surfaces. There is also disclosed apparatus for carrying out a process in accordance with the invention.

Process for the production of a bridge girder sectional cantilever

A float for the intermediate storage at sea of crude oil, liquefied gas and the like, is formed of a toroidal body of revolution having a vertical axis. The toroidal body consists of a bottom plate in a form of a shallow annular shaped dish closed across its top by a circular cover plate. Partitions divide the interior of the body into individual compartments. Extensions projecting radially outwardly from the circumferential pheriphery of the body form docking surfaces and can house driving engines for propelling or positioning the float.

Liquid storage float formed of steel concrete or prestressed concrete

A monolithic ship's body is formed of a hull containing bulkhead partitions disposed in a hexagonal arrangement to form a grid symmetrical about the longitudinal axis of the hull. The partitions are formed integrally with the hull. The junction between the side walls and the bottom of the hull is curved. Further, the bottom of the hull also has a curved configuration transversely of the longitudinal axis providing alternating convex and concave surfaces so that the bottom acts a hollow arch. The deck is formed integrally with the hull and the bulkhead partitions and is curved transversely to the longitudinal axis with its upper surface being convex. Steel concrete or prestressed concrete can be used in forming the monolithic ship's body.

Monolithic ship's body of steel concrete or prestressed concrete

The tank ship is made of monolithic reinforced concrete and is formed with two symmetrical, longitudinal chambers for tanks, and an intermediate space for the operating mechanisms thereof. The massive reinforced concrete slabs which form the ship are reinforced partly by prestressed steel tendons and partly by mild (non-stressed) steel rods. The prestressed tendons running lengthwise of the ship are unspliced. The transverse bulkheads forming the ends of the tanks are curved in two directions, e.g. in the form of sections of hemispheres. Insulation is provided on the interior surface of the tank chambers and on both sides of the bulkheads.

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Munich, Germany

Ulrich Finsterwalder