Abstract: A connecting profile of constant cross section that couples sheet piles to carrier elements. The connecting profile exhibits a center strip, on which a coupling profile, which is to be connected to the carrier element, and an interlock profile for hooking an interlock of the sheet pile are formed. The interlock profile exhibits a supporting strip projecting from the center strip and a hook strip projecting from the center strip. The supporting strip projects at least approximately at a right angle from the center strip. The hook strip exhibits a transition section projecting at least approximately at a right angle from the center strip, and a hook section, which runs at least approximately at a right angle to the transition section in the direction of the supporting strip and which defines with the supporting strip a jaw for inserting the interlock of the sheet pile.

Abstract: A connecting profile of substantially uniform cross-section for interconnecting sheet piles. The connecting profile includes a central strip, from which two identical hooked profiles for hooking the locks of two sheet piles in a laterally reversed manner project in opposing main coupling directions. The hooked sections of the hooked profiles extend in a mirror-inverted manner in relation to each other. The two hooked profiles are offset relative to each other on the central strip in such a way that the main coupling directions of the sheet piles hooked into the connecting profile extend at least approximately in a common plane, when the locks engaged with the hooked sections take up the largest axial distance along the main coupling directions in relation to each other.

Abstract: Free standing above-ground barrier wall 10 that includes a plurality of sheet-pile planks 16, and optionally one or more support elements 12 that are interconnected together using one or more interlocking connectors 22, 24. The sheet-pile plank 16 has a lower edge located proximate a top surface of the ground 14 upon which the free standing above-ground barrier wall 10 is erected in an upstanding, installed configuration. The sheet-pile plank 16 and the support element 12 each constitute sheet-pile components and in the upstanding, installed configuration, a lower portion of the sheet-pile plank 16 is ground engaged and a substantial entirety of the weight of the sheet-pile plank is supported at its engagement with the ground. The engagement may be merely abutting with the plank 16 resting atop the ground, or the lower edge of the plank 16 may be buried into the ground to a certain degree.

Abstract: The invention relates to a connection profile (10) with a constant cross-sectional shape for joining bulkheads to beam elements. The connection profile (10) comprises a center strip (12), on which a receiving profile (16) for connecting to the beam element (102) as well as a joining profile (14) for joining a lock element of the sheet pile are formed. The joining profile (14), when viewing its cross-section, comprises a straight transition section (18), which protrudes from the center strip (12) at least approximately at a right angle and which transitions into a semicircular hook section (20) pointing in the direction of the flat side. An end section (22) follows the hook section so that the transition section (18), the hook section (20) and the end section (22), together with the flat side of the center strip (12), form a receiving channel (24), which is open toward one side, for receiving the lock element of the sheet pile.

Abstract: A combination pile wall is formed of beam elements (12), particularly T-beams and double-T-beams (I-beams), and shaped connection strips (16) directly or indirectly connecting the beam elements (12), whereby each shaped connection strip (16) that is coupled directly with one of the beam elements (12) is engaged with one of the locking elements (30) formed on the respective beam element (12). The two mutually-engaged locking elements (24, 26) of the shaped connection strip (16) and of the beam element (12) are configured with a cross section such that the two locking elements (24, 26) may pivot with respect to each other through an angular range of a minimum ±3° to a maximum ±10°.

Abstract: An axial piston machine, in particular an axial piston pump, of the swashplate or bent axis type, is described, wherein a fixed control plate (12), which comprises at least one control passage (12a) consisting of a plurality of control passage sections (12b, 12c) separated from each other by bridges (12d), is arranged between a cylinder drum, rotatable in both directions of rotation, and a fixed housing. The object of the invention is to design the control plate of an axial piston machine in such a way that damage by cavitation to the structural parts is prevented over the entire extent of the control passages for the supply and removal of the operating fluid. For this purpose the at least one control passage (12a) in the region at least of one bridge (12d) is provided with a pressure balance opening (13) connecting the surfaces of the control plate (12) with one another.

Abstract: A rod-type connecting profiled element (10) for connecting sheet piles to carrier elements comprises a central strip (12) that separates two opposing connecting profiled elements (16, 18), each of which respectively forms a saw (24, 42). One connecting profiled element is embodied as a plug-in profiled element (16) for the carrier element and the other connecting profiled element is embodied as a receiving profiled element (18) for connecting a sheet pile. The central strip (12) comprises, on the side of the receiving profiled element (18), a central section (14) having a straight plane inner wall (30) to which a first short end section (32) is connected on one side, said short end section protruding past the central section (14) at an angle of approximately 90°, and being connected thereto by means of a transition section (36) having an inner wall with a cross-section that follows a quadrant.

Abstract: Described is a utility vehicle, in particular an agricultural tractor, with a front axle (3), which can be driven by a drive element of a first mulit-disc clutch (11), connected in a driven manner to the drive train (2) and a power take-off shaft (4) which can be driven by the drive train (2) at speed proportionately to the speed of the vehicle over the ground (ground speed power take-off). In order to keep expenditure low on the control of the disc clutch (11) and the power take-off shaft (4), it is proposed that the power take-off shaft can be driven at a speed proportional to the speed of the vehicle over the ground by a second multi-disc clutch (12) which has a drive element connected in a driven manner to the drive train (2), and that both multi-disc clutches (11, 12) are actuated in common.

Abstract: Arrangement for construction a structural building, in particular a residential house as well as a commercially used building such as an office building or a warehouse, with a load-bearing structure (10) that is at least partially built of sheet piles and at least partially surrounds the rooms of the building to be used. The sheet piles (14) are anchored in the ground and are, at least in sections, connected to one another through engaging interlocks (16, 20, 30, 46, 50, 54) in order to form the load-bearing structure (10). The engaging interlocks (16, 20, 30, 46, 50, 54) that form the load-bearing structure (10) are dimensioned and designed such that the interlock components that engage in each other essentially have only punctiform contact in the cross-sectional view.