A method is provided for using a collar to either drive a post into the ground or remove a post from the ground. The method includes, when driving a post into the ground, coupling the collar to the post in a first orientation so that a post opening of a first portion of the collar extends about the post, and applying a driving force to a second portion of the collar. The method also includes, when removing a post from the ground, coupling the collar to the post in a second orientation, rotated approximately 180 degrees from the first orientation, so that the post opening of the first portion of the collar extends about the post, and applying an extracting force to the second portion of the collar.

A collar is provided that can be used to either drive posts into the ground or remove posts from the ground. The collar includes a first portion defining a post opening adapted for coupling about a post, and a second portion coupled to the first portion. The second portion includes a receiver adapted for receiving a tool for use in driving the post into the ground when the first portion is coupled about the post. The first portion defines an obtuse angle with respect to the second portion. The collar is configured to be positioned in a first orientation about a post when used to drive the post into the ground, and a second orientation, rotated approximately 180 degrees relative to the first orientation, when used to remove a post from the ground.

A collar is provided that can be used to either drive posts into the ground or remove posts from the ground. The collar includes a first portion defining a post opening adapted for coupling about a post, and a second portion coupled to the first portion. The second portion includes a receiver adapted for receiving a tool for use in driving the post into the ground when the first portion is coupled about the post. The first portion defines an obtuse angle with respect to the second portion. The collar is configured to be positioned in a first orientation about a post when used to drive the post into the ground, and a second orientation, rotated approximately 180 degrees relative to the first orientation, when used to remove a post from the ground.

The invention relates to a civil engineering machine for producing a foundation in the ground, which is configured to create a hole in the ground to a specified target depth for forming at least one foundation element in the ground or to introduce at least one foundation element directly into the ground to the specified target depth, comprising a control unit, into which the target depth can be input, and a display device, in particular a screen, on which data on the operation of the civil engineering machine can be displayed by the control unit. According to the invention, it is provided that the control unit is configured to calculate, based on the input target depth and depending on parameters that can be or are input to the control unit for producing of the foundation, an expected target reaching time until the input target depth is reached and to display it by means of the display device.

The invention relates to a watercraft having a hull (10), an introduction installation (20) for an object (70) to be anchored in the water, said introduction installation (20) being disposed on said hull (10), and at least one compressor (30) having at least one compressed-air line (40) which leads into the water and is coupled to at least one compressed-air distribution installation (45) which has a horizontal extent and for generating a bubble curtain (50) below the hull (10) has a multiplicity of mutually spaced apart outflow openings (46), characterized in that the hull (10) has at least two sub-hulls (11, 12) which are disposed so as to be mutually spaced apart and connected to one another, and a void (15) which is at least partially surrounded by the bubble curtain (50) is situated between the sub-hulls (11, 12).

The invention relates to a watercraft having a hull (10), an introduction installation (20) for an object (70) to be anchored in the water, said introduction installation (20) being disposed on said hull (10), and at least one compressor (30) having at least one compressed-air line (40) which leads into the water and is coupled to at least one compressed-air distribution installation (45) which has a horizontal extent and for generating a bubble curtain (50) below the hull (10) has a multiplicity of mutually spaced apart outflow openings (46), characterized in that the hull (10) has at least two sub-hulls (11, 12) which are disposed so as to be mutually spaced apart and connected to one another, and a void (15) which is at least partially surrounded by the bubble curtain (50) is situated between the sub-hulls (11, 12).

The invention relates to a construction method and an arrangement for carrying out a construction project involving the production of several foundation elements on a construction site by means of at least one construction apparatus, wherein based on information on starting conditions, in particular on the ground composition, and the at least one construction apparatus as well as specifications for the construction project with the foundation elements to be produced a method sequence with determination of manufacturing parameters for each foundation element to be produced is defined in a computer unit, on the basis of the defined method sequence with the defined manufacturing parameters the production of at least one foundation element is started, during the method sequence actual data are recorded when producing the foundation elements and supplied to the computer unit, the computer unit compares the recorded actual data with target data for the defined method sequence and in the case of a relevant deviation of the actual data from the target data a changed method sequence with changed manufacturing parameters and/or new target data for the foundation elements still to be produced is ascertained by the computer unit and forwarded to the at least one construction apparatus.

The invention relates to a construction method and an arrangement for carrying out a construction project involving the production of several foundation elements on a construction site by means of at least one construction apparatus, wherein based on information on starting conditions, in particular on the ground composition, and the at least one construction apparatus as well as specifications for the construction project with the foundation elements to be produced a method sequence with determination of manufacturing parameters for each foundation element to be produced is defined in a computer unit, on the basis of the defined method sequence with the defined manufacturing parameters the production of at least one foundation element is started, during the method sequence actual data are recorded when producing the foundation elements and supplied to the computer unit, the computer unit compares the recorded actual data with target data for the defined method sequence and in the case of a relevant deviation of the actual data from the target data a changed method sequence with changed manufacturing parameters and/or new target data for the foundation elements still to be produced is ascertained by the computer unit and forwarded to the at least one construction apparatus.

A device for stabilizing a metal pier installed in the ground. The device includes a device to provide lateral support to the pier and a shaft configured so that a force imposed, parallel to an axis of the pier, on the device is not imposed on the pier. A method of stabilizing a pier installed in ground to support a structure. The method includes determining the location of an unstable soil zone of the ground and a stable soil zone of the ground. The method also includes placing a stabilizing plate in the unstable soil zone to provide lateral support to the pier. A device configured to lift a foundation slab above the ground. The device includes a lifting bolt and apparatus that restricts lateral deflection of the pier when a torque is applied to the lifting bolt to raise the slab. A method of stabilizing soil around a pier.

A device for stabilizing a metal pier installed in the ground. The device includes a device to provide lateral support to the pier and a shaft configured so that a force imposed, parallel to an axis of the pier, on the device is not imposed on the pier. A method of stabilizing a pier installed in ground to support a structure. The method includes determining the location of an unstable soil zone of the ground and a stable soil zone of the ground. The method also includes placing a stabilizing plate in the unstable soil zone to provide lateral support to the pier. A device configured to lift a foundation slab above the ground. The device includes a lifting bolt and apparatus that restricts lateral deflection of the pier when a torque is applied to the lifting bolt to raise the slab. A method of stabilizing soil around a pier.