Infrastructure components, in particular devices and methods for moving track slabs

JP2025517126A5Pending Publication Date: 2026-04-22PLASSER & THEURER EXPORT VON BAHNBAUMASCHINEN GMBH
View PDF 0 Cites 0 Cited by

Patent Information

Authority / Receiving Office
JP · JP
Patent Type
Applications
Current Assignee / Owner
PLASSER & THEURER EXPORT VON BAHNBAUMASCHINEN GMBH
Filing Date
2023-04-19
Publication Date
2026-04-22

AI Technical Summary

Technical Problem

Existing devices for moving infrastructure components, such as track slabs, are labor-intensive and time-consuming, requiring separate mechanisms for horizontal and vertical movements.

Method used

A device with ground contact means and an operating device that receives a rotational movement, converting it into a translational movement perpendicular to the axis of rotation, allowing for flexible and efficient horizontal movement of infrastructure components.

Benefits of technology

The device enables simple, time-efficient, and economically operable movement of infrastructure components, reducing labor and increasing productivity in infrastructure placement.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure 00000000_0000_ABST
    Figure 00000000_0000_ABST
Patent Text Reader

Abstract

An infrastructure component (4) pre-positioned and placed on a ground (3), in particular a device (2) for moving a track slab to a target position, has a coupling means (33) for attaching the device (2) to corresponding coupling means (8) of the infrastructure component (4), a ground contact means for placing on the ground (3), an operating device (29) for receiving a first rotational movement about a first axis of rotation (37), and a transmission device (34) for converting the first rotational movement into a first movement movement of the ground contact means relative to the infrastructure component (4), which has a translational movement component directed perpendicular to the first axis of rotation (37). A combination (16) and a system (1) comprising at least one such device (2). A method for moving an infrastructure component (4).
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The present invention relates to a device for moving an infrastructure component, in particular a track slab, which is pre-positioned and placed on the ground, to a target position. Furthermore, the present invention relates to an assembly comprising at least one such device. The present invention further relates to a system comprising at least one such device. Furthermore, the present invention relates to a method for moving an infrastructure component, in particular a track slab, to a target position.

Background Art

[0002] There is known a device for moving an infrastructure component, in particular a track slab, which is pre-positioned and placed on the ground, to a target position, the device having first operating means for receiving a first driving movement for moving the infrastructure component along a horizontal direction and second operating means for receiving a second driving movement for moving the infrastructure component in a vertical direction. In order to realize two mutually independent linear movement motions, the first operating means and the second operating means are separated from each other and arranged on the infrastructure component. Driving both operating means takes time, and moving the infrastructure component to the target position correspondingly takes a lot of labor.

Summary of the Invention

Problems to be Solved by the Invention

[0003] The object of the present invention is to provide an improved device for moving an infrastructure component, in particular a track slab, which is pre-positioned and placed on the ground, to a target position, which is particularly simple, time-efficiently manageable and economically operable.

Means for Solving the Problems

[0004] This problem is solved by an apparatus having the features of claim 1. An apparatus for moving an infrastructure component, in particular a track slab, which is pre-positioned and placed on the ground, to a target position, having ground contact means for placement on the ground and an operating device for receiving a first rotational movement about a first axis of rotation, can have a transmission device for converting the first rotational movement into a first movement movement of the ground contact means relative to the infrastructure component having a translational movement component directed perpendicular to the first axis of rotation, whereby it has been recognized that this apparatus is particularly simple and time-efficient to handle and operates economically.

[0005] Since the transmission device is configured to convert the first rotational movement, in particular a first driving movement about the first axis of rotation, into a movement movement having a translational movement component perpendicular to the first axis of rotation, the movement movement required for the movement of the infrastructure component can be generated particularly flexibly by the driving movement, for example, by a rotational movement about a rotation axis directed in the vertical direction. By means of the transmission device, the driving movement can be converted into a movement movement of the ground contact means relative to the infrastructure component having a translational movement component directed in the horizontal direction. In other words, the infrastructure component can be moved horizontally along the ground by the rotational drive of the operating device about a vertical axis of rotation. The driving movement as a rotational movement about the first axis of rotation, in particular a vertical axis of rotation, can be provided simply. In particular, the operating device can be attached to the infrastructure component in a particularly flexible and thus well-accessible arrangement.

[0006] The infrastructure component preferably includes a plate-shaped substrate, in particular made of concrete. Preferably, the infrastructure component has a finished concrete element, in particular a finished concrete plate. The infrastructure component can be formed as a component of a roadway, in particular a road and / or a track, in particular for transmitting the weight of a vehicle to the ground.

[0007] This device is preferably formed to move an infrastructure component from an initial arrangement to a target arrangement. In the initial arrangement, the infrastructure component is pre-positioned and placed on the ground, particularly via ground contact means. The ground contact means are formed to transmit the weight of the infrastructure component to the ground, particularly in the initial arrangement, in the target arrangement, and during movement relative to the ground.

[0008] The arrangement of an object, particularly an infrastructure component, is understood to be the position and orientation of that object. The infrastructure component is preferably moved to the initial arrangement by a conveying device, particularly by a crane and / or a transport vehicle. Preferably, the deviation between the target arrangement and the initial arrangement is in the range of 0 mm to 200 mm, particularly 1 mm to 150 mm, particularly 3 mm to 100 mm, particularly 5 mm to 50 mm, particularly 10 mm to 30 mm, and / or in the range of 0° to 30°, particularly 1° to 10°, particularly 2° to 7°, particularly 3° to 5°. The corresponding deviation of the position and / or orientation of the infrastructure component in the initial arrangement relative to the target arrangement can exist along a single spatial direction or each spatial direction of a Cartesian coordinate system and / or around a single spatial direction and / or each spatial direction.

[0009] Generally, all the orientations shown, particularly the relative directions parallel and / or perpendicular to a reference object, also include a deviation of up to ±15°, particularly up to ±10°, particularly up to ±5°, particularly up to ±2°, particularly up to ±1°.

[0010] Preferably, this device is formed to move the ground contact means relative to the coupling means and / or the infrastructure component horizontally over a distance in the range of 5 mm to 50 mm, particularly 7 mm to 40 mm, particularly 10 mm to 30 mm, particularly 12 mm to 30 mm, particularly 15 mm to 25 mm, particularly 17 mm to 20 mm, in a direction perpendicular to a first axis of rotation. This device, particularly the transmission device, is preferably formed to convert a rotational movement about the first axis of rotation into a translational movement of the ground contact means directed perpendicular to the first axis of rotation.

[0011] The ground contact means is formed to transmit the weight of the infrastructure component to the ground. This device transmits the weight of the infrastructure component at least partially to the ground via the ground contact means. In particular, a plurality of such devices transmit the weight of the infrastructure component completely to the ground via the ground contact means. In other words, the infrastructure component is placed on the ground via each ground contact means. This device is formed to move the infrastructure component relative to the ground, in particular by moving the ground contact means relative to the infrastructure component, in particular relative to the coupling means for attaching this device to the infrastructure component.

[0012] The operating device is formed to receive a driving motion in the form of a first rotational motion. The operating device may alternatively be configured to receive another form of driving output, in particular by receiving a translational motion, in particular a linear motion and / or a fluid output, in particular a hydraulic output or a pneumatic output. Thus, the transmission device may be formed to convert each driving output into a moving motion having a translational motion component, in particular in the horizontal direction.

[0013] The ground means a base layer, in particular a firm base layer and / or a foundation, in particular a firm foundation. The foundation preferably includes hardened concrete.

[0014] The ground contact means preferably includes a ground contact pin and in particular consists of a ground contact pin. The ground contact pin will also be referred to below as the contact pin. The ground contact means may be rotationally symmetric about a symmetry axis arranged particularly parallel to and / or spaced from the first rotation axis. For example, the ground contact means may be formed in a cylindrical and / or conical and / or spherical shape. Preferably, the ground contact means is formed such that the ground contact means is securely fixed to the ground with respect to its position and / or the orientation of the ground contact means can be changed with respect to the ground, in particular such that substantially no torque transmission about a vertical axis can take place between the ground contact means and the ground.

[0015] According to one aspect of the present invention, the ground contact means, in particular the ground contact pins, are formed in a cylindrical shape and / or a conical shape and / or a spherical shape at least in a predetermined section. Preferably, the ground contact means, in particular the ground contact pins, have a cylindrical section, and a conical and / or spherical segment section is arranged on the end face of the section. Preferably, the ground contact means are formed such that the conical and / or spherical segment sections of the ground contact means, in particular the ground contact pins, contact the ground.

[0016] Preferably, the ground contact means, in particular the ground contact pins, are rotatably supported with respect to the transmission device and / or the operating device, in particular about a bearing axis. The bearing axis is preferably oriented parallel to and / or spaced apart from the first rotation axis. The ground contact means may have at least one rotary bearing, in particular a sliding bearing and / or a rolling bearing, in particular a ball bearing, for rotatably supporting the ground contact pins with respect to the transmission device and / or the operating device. The at least one rotary bearing may be formed as a thrust bearing and / or a radial bearing. The distance between the bearing axis and the first rotation axis is preferably in the range of 1 mm to 50 mm, in particular 2 mm to 25 mm, in particular 3 mm to 15 mm, in particular 4 mm to 10 mm. The contact pins project along the first rotation axis in the direction of the ground contact means from the transmission device by a height preferably in the range of 1 mm to 30 mm, in particular 2 mm to 15 mm, in particular 3 mm to 10 mm, in particular 4 mm to 7 mm.

[0017] The ground contact means, in particular the ground contact pins, are preferably formed rotationally symmetric with respect to the bearing axis. The rotary bearing and / or the rotationally symmetric configuration of the ground contact pins ensures the movement of the infrastructure component with respect to the ground in a particularly easy and low-friction manner. The ground contact means are preferably formed such that the infrastructure component maintains its precise position, particularly when pouring a filler, in particular a pourable concrete, into the ground to fix it.

[0018] Preferably, the operating device has a first operating means for receiving a first rotational movement about a first axis of rotation. The transmission device may have a first transmission means for converting the first rotational movement into a first movement of the ground contact means relative to the infrastructure component having a translational movement component directed perpendicular to the first axis of rotation.

[0019] The device according to claim 2 ensures the movement of the infrastructure component relative to the ground in a particularly flexible and economical manner. Preferably, the transmission device, in particular the first transmission means, is formed to provide at least two independent linear movement components, in particular substantially perpendicular to the first axis of rotation. Due to the two independent linear movement components, the infrastructure component is preferably movable in the horizontal direction. The independent linear movement components are preferably translational movement components. The transmission device may be formed to convert the first rotational movement into two independent linear movement components. Thereby, with only one driving movement, it is possible to advantageously ensure the movement of the infrastructure component relative to the ground in two independent linear spatial directions, in particular the movement of the ground contact means relative to the coupling means.

[0020] The device according to claim 3 is particularly economically manufacturable and operates robustly. The distance between the ground contact means, in particular the geometric surface centroid of the contact surface between the ground contact means and the ground and / or the tip of the ground contact means and / or the axis of symmetry of the ground contact means, and the first axis of rotation is preferably in the range of 2 mm to 50 mm, in particular 3 mm to 25 mm, in particular 4 mm to 20 mm, in particular 5 mm to 15 mm, in particular 6 mm to 10 mm. The transmission device, in particular the first transmission means, may have a base body operatively connected to the operating device, in particular the first operating means, in a torque transmission manner. The ground contact means is preferably mounted eccentrically relative to the first axis of rotation on the base body.

[0021] The first transmission means may have a shaft extending between the first operating means and the base body. Preferably, the first operating means and / or the shaft and / or the base body and / or the ground contact means are integrally formed and in particular are joined to each other in a material-locking manner. Alternatively, the transmission device, in particular the first transmission means, can have a transmission device, in particular an epicyclic gear transmission, for generating a translational movement component based on the first rotational movement.

[0022] With the device according to claim 4, the movement of the infrastructure component is possible in a particularly flexible manner. In order to receive the second rotational movement, the operating device preferably has a second operating means. The first operating means and / or the second operating means may be of the same type, in particular identically formed. Thereby, the device is particularly easy to handle.

[0023] The first operating means and the second operating means are preferably in particular fixedly positioned and / or rotatable relative to each other, in particular by a friction-locking and / or form-fitting connection, and are connected to each other. The entire device is preferably formed as a connected, in particular assembled and / or integral, component.

[0024] The device according to claim 5 ensures the movement of the infrastructure component in a particularly flexible manner. The transmission device preferably has a second transmission means for converting a second rotational movement into a second movement movement of the ground contact means relative to the infrastructure component, particularly along a direction parallel to the second axis of rotation, particularly in the vertical direction. The second movement movement preferably moves the infrastructure component in the vertical direction. The transmission device, particularly the second transmission means, preferably has a screw transmission device, particularly a trapezoidal screw transmission device and / or a ball screw transmission device and / or a planetary screw transmission device for converting the second rotational movement into the second movement movement. The transmission device, particularly the second transmission means, is preferably configured to move the ground contact means relative to the coupling means, particularly the infrastructure component relative to the ground, within a range of 5 mm to 500 mm, particularly 10 mm to 300 mm, particularly 50 mm to 200 mm. Preferably, the device is formed to move the infrastructure component in the vertical direction and / or about a horizontal axis of rotation by the second driving movement. The device may be formed to move the infrastructure component in the horizontal direction and / or in the vertical direction by the first movement movement.

[0025] The device according to claim 6 is particularly easy and time-efficient to handle, and ensures the movement of the infrastructure components in a particularly economical manner. Preferably, the first operating means and the second operating means are formed concentrically with respect to a coaxial axis of rotation. The distance between the first operating means and the second operating means is preferably in the range of 0 mm to 100 mm, particularly 5 mm to 50 mm, and particularly 10 mm to 20 mm. The first operating means and the second operating means overlap each other along the first axis of rotation and / or the second axis of rotation. Preferably, the first operating means and / or the second operating means are each arranged closer to the ground contact means than the other operating means. Preferably, the drive forming parts of the operating means are of different sizes, particularly having different widths on two sides. The operating means closer to the ground contact means is preferably larger in the radial direction with respect to the axis of rotation than the operating means spaced further away from the ground contact means. The coaxial arrangement of the axes of rotation and / or the small distance between the two operating means facilitates the rotational drive of the operating means and the movement of the infrastructure components.

[0026] According to one aspect of the invention, the second transmission means has a thrust body for transmitting a second movement movement to the ground contact means. The thrust body is preferably formed as a hollow shaft. Inside the hollow shaft, the shaft of the first transmission means can be rotatably supported. The thrust body transmits the second movement movement, preferably to the base body of the first transmission means. The shaft can be supported inside the hollow shaft by a sliding bearing and / or a rolling bearing. The thrust body, particularly the hollow shaft, is preferably integrally formed with the second operating means, particularly in a material connection. Preferably, the shaft is held inside the hollow shaft in a form-fitting manner, particularly along the first axis of rotation and particularly on both sides. The hollow shaft preferably has a male thread for converting the second rotational movement into a second movement movement. The male thread of the second transmission means can simultaneously form a coupling means for attaching the device to the corresponding coupling means of the infrastructure component.

[0027] According to one aspect of the present invention, the first transmission means penetrates the second transmission means and / or the second operating means. Alternatively, the second transmission means may penetrate the first transmission means and / or the first operating means.

[0028] The device according to claim 7 can be manufactured particularly economically and operates robustly. The male thread can be formed as a trapezoidal thread. The corresponding coupling means of the infrastructure component may have a female thread corresponding to the male thread. Preferably, the corresponding coupling means is a component of a threaded insert, particularly a threaded insert installed in a finished concrete plate.

[0029] The device according to claim 8 ensures a particularly robust connection with the infrastructure component. Preferably, the device for penetrating an infrastructure component, particularly a plate-shaped infrastructure component, is formed in a direction oblique to the main extension plane of the infrastructure component, particularly in a vertical direction, particularly in the thickness direction. The thickness of the infrastructure component is preferably in the range of 0.1 m to 1 m, particularly 0.2 m to 0.5 m, particularly 0.3 m to 0.4 m. The length of the male thread of the coupling means is preferably at least the same as or greater than the length of the female thread of the corresponding coupling means. The ratio between the length of the female thread of the corresponding coupling means and the thickness of the plate-shaped infrastructure component is preferably in the range of 0.1 to 1, particularly 0.2 to 1, particularly 0.5 to 0.8.

[0030] Preferably, the maximum radial dimension of the device with respect to the longitudinal central axis of the coupling means is the same as the maximum size of the outer diameter of the male thread and / or the female thread of the coupling means and / or the corresponding coupling means and / or the inner diameter of the male thread and / or the valley diameter of the female thread. Preferably, the device is formed such that it can first penetrate the infrastructure component with the ground contact means and particularly penetrate the female thread of the corresponding coupling means to be coupled to the infrastructure component.

[0031] The device according to claim 9 operates particularly economically. Reversibly attaching the device to an infrastructure component means that the device can be removed from the infrastructure component without being damaged, in particular without being completely disassembled and / or broken down. This allows the device to be repeatedly used to move it to the target location with various infrastructure components.

[0032] According to one aspect of the invention, the infrastructure component is fixed to the ground, in particular by a poured and hardened filler. In this case, preferably, when the ground contact means is wetted by the filler at least in a predetermined section, the device can be reversibly removed from the infrastructure component, in particular without being damaged and in particular without being completely disassembled. Thereby, advantageously, even when the infrastructure component is fixed by pouring the filler, the device can be used for precise placement of the infrastructure component to the target location, and in this case, it is achieved that the device can be reused for the placement of another infrastructure component.

[0033] The device according to claim 10 operates particularly economically. At least one drive motor is preferably an electric motor. The device can have one drive unit for rotationally driving both operating means independently of each other. For this purpose, the drive unit can have at least two drive motors. The device can be automatically driven by at least one drive motor, in particular the infrastructure component can be automatically moved to the target location. The drive device contact for operation by a wrench can have a hexagonal shape, in particular an inner hexagonal shape or an outer hexagonal shape, or a square shape or a star shape, in particular a Torx (registered trademark) shape, or a tooth row shape, in particular a spline shaft shape, or a fitting key shape. Preferably, at least one drive motor is coupled to the drive device contact in a moment transmission manner. The drive device contact may alternatively be manually rotationally driven by a wrench.

[0034] According to one aspect of the present invention, the apparatus has a control device, particularly provided with a processor, particularly provided with a microcontroller, for controlling at least one drive motor so as to automate the infrastructure component and move it to a target position. Preferably, the control device is configured to identify a control signal correlated with the positional deviation between the target position and the actual position of the infrastructure component.

[0035] A further object of the present invention is an improved combination of an infrastructure component including at least one device for moving the infrastructure component to a target position and a measuring device for detecting the position of the infrastructure component, particularly a combination that operates precisely and economically.

[0036] This object is solved by a combination having the features of claim 11. The advantages of the combination correspond to the advantages of the apparatus described above. The combination is preferably further developed by at least one of the features described above with respect to the apparatus.

[0037] Preferably, the combination includes at least two, particularly at least three, particularly at least four, particularly at least five, particularly at least ten, particularly at least fifteen, and / or a maximum of twenty, particularly a maximum of ten, particularly a maximum of eight of such devices. Each of the devices may be formed with the drive unit described above. Only one control device may be provided for controlling the drive unit.

[0038] The measuring device can be configured to detect the arrangement, in particular the position and / or orientation, of at least one infrastructure component, in particular at least two, in particular at least three, in particular at least five infrastructure components. The measuring device preferably has at least one measuring unit. The measuring device can have one measuring unit attached to each infrastructure component. Alternatively, the measuring device can have a single measuring unit for specifically determining the arrangement of one or more of the infrastructure components, in particular without contact. The at least one measuring unit can have a GPS module and / or an acceleration sensor and / or a distance measuring device, in particular a laser distance measuring device, and / or a stereo camera system. The arrangement of a plurality of infrastructure components can be detected simultaneously by the stereo camera system.

[0039] The measuring device preferably has a positioning unit for detecting the measuring position of the measuring device, in particular within a global coordinate system, preferably by means of a laser distance measuring device and / or a GPS module. The arrangement of the infrastructure components can be specified within the global coordinate system by the positioning unit.

[0040] Preferably, the control device is formed to determine the deviation between the actual arrangement, in particular the initial arrangement, and the target arrangement, in particular the target configuration, based on the measurement data of the measuring device. This deviation can be displayed to the user via a user interface, in particular a display. Alternatively, the control device can also provide a control signal corresponding to the deviation. The control signal can be transmitted to the drive unit, in particular by means of a cable connection, or, instead of a cable connection, in particular by means of a wireless interface. The infrastructure component is preferably moved automatically to the target arrangement by the control signal.

[0041] A further object of the present invention is to provide an improved system comprising at least one device and / or assembly and infrastructure components, which is particularly robust and economical to operate.

[0042] This object is solved by a system having the features of claim 12. The advantages of the system correspond to the advantages of the device and / or assembly described above. The system is preferably further developed by at least one of the features described above with respect to the device and / or assembly. In particular, the number of devices may be in the range described above with respect to the assembly.

[0043] Preferably, the system includes corresponding ground contact means for introducing forces transmitted via the ground contact means of the infrastructure components, in particular the weight, into the ground in a form that distributes the forces, in particular uniformly, and in particular with a reduced pressure. In particular, the corresponding ground contact means are formed to reduce the surface load acting on the ground. The corresponding ground contact means preferably have plates, in particular metal plates, in particular steel plates. The minimum dimension parallel to the main extension direction of the corresponding ground contact means is preferably in the range of 50 mm to 500 mm, in particular 100 mm to 300 mm, in particular 150 mm to 250 mm. The minimum dimension perpendicular to the main extension plane of the corresponding ground contact means is preferably in the range of 2 mm to 30 mm, in particular 5 mm to 20 mm, in particular 7 mm to 15 mm.

[0044] Before the infrastructure component is pre-positioned on the ground, and especially before being moved into its initial position, the corresponding ground contact means are preferably placed on the ground. The corresponding ground contact means preferably remain on the ground when the filler is poured into the infrastructure component. The corresponding ground contact means are preferably embedded by the pouring of the filler material and cannot be removed without damage from the hardened filler, and are in particular non-reusable. The corresponding ground contact means ensure that the device, and especially the ground contact means, and in particular the ground contact pins, do not damage the ground. In particular, this enables the infrastructure component to be moved to the target position by the device in a particularly reliable manner. The corresponding ground contact means in particular provide a surface with defined properties on which the device can operate in a particularly reliable and safe manner.

[0045] According to one aspect of the invention, the infrastructure component includes a ground coupling device for adjusting strength and / or rigidity and / or damping action. The ground coupling device may have a separation layer, a damping layer, an elastic layer, in particular a rubber-elastic layer, and / or means for enlarging the surface of the infrastructure component. For example, the lower surface of the infrastructure component can have a layer of this type.

[0046] The system according to claim 13 is used particularly economically and precisely. The movement of the track slab to its target position is made possible by at least one device, in particular in a time-efficient manner. This device is preferably completely reversibly attachable to the track slab. In particular, it is possible to avoid individual parts of the device being continuously embedded and lost during the casting of the track slab.

[0047] The track slab preferably has a plate substrate and corresponding coupling means for coupling to the coupling means of the device. Preferably, the number of corresponding coupling means of the track slab corresponds at least to the number of devices. At least one corresponding coupling means may be formed as a through-hole passing through the plate substrate. Preferably, at least one corresponding coupling means includes a threaded insert with an internal thread for coupling to the coupling means.

[0048] The system according to claim 14 can be used particularly flexibly and operates robustly. Preferably, at least 3, in particular at least 4, in particular at least 5 and / or a maximum of 10 devices are attached to the infrastructure component. Thereby, the infrastructure component is always stably placed on the ground. In particular, a high load on the infrastructure component based on weight and / or deformation of the infrastructure component can be substantially avoided.

[0049] The system according to claim 15 is particularly easy to handle and is used economically. In particular when the main extension plane of the infrastructure component is oriented horizontally, the first axis of rotation and / or the second axis of rotation are preferably oriented vertically. In the assembled state in which at least one coupling means is attached to at least one corresponding coupling means, each operating device, in particular all operating devices, is preferably arranged on the upper side of the infrastructure component. In this case, the device can be loaded particularly easily by means of at least one driving movement. In particular, the movement of the infrastructure component is significantly facilitated and automated by means of a wrench or a drive unit by arranging the operating device on the upper side of the infrastructure component.

[0050] A further object of the present invention is to provide an improved method for moving an infrastructure component to a target location, in particular a method that operates robustly and economically.

[0051] This object is solved by a method having the features of claim 16. The advantages of this method correspond to the advantages of the devices and / or assemblies and / or systems described above. Preferably, this method is further developed by at least one of the features described above with respect to the devices and / or assemblies and / or systems.

[0052] The first rotational movement is preferably provided as a rotational movement about a vertical axis. Preferably, the infrastructure component is moved relative to the ground in the range of 1 mm to 50 mm, particularly 2 mm to 30 mm, particularly 3 mm to 20 mm, particularly 4 mm to 10 mm, with respect to the ground, particularly along the longitudinal direction of the rail and / or perpendicular to the longitudinal direction of the rail and / or in the vertical direction. Preferably, the movement of the infrastructure component to the target arrangement is carried out with respect to the ground until it falls below a predetermined threshold value of the deviation of the actual arrangement from the target arrangement, particularly with respect to the position deviation and / or the orientation deviation.

[0053] According to one aspect of the present invention, the first rotational movement and / or the second rotational movement is transmitted through the infrastructure component, particularly through the through-hole of the infrastructure component, particularly by an axis.

[0054] The infrastructure component is preferably a plate-shaped infrastructure component, particularly a track slab. Preferably, the infrastructure component is a completed concrete plate.

[0055] According to one aspect of the present invention, the second rotational movement about the second rotational axis is converted into a second translational movement of the ground contact means with respect to the infrastructure component, which has a translational movement component directed parallel to the second rotational axis. The second rotational axis is preferably directed parallel to the first rotational axis. In particular, both rotational axes are coaxially arranged. By the second rotational movement, the infrastructure component is preferably moved along the vertical direction.

[0056] The movement of the infrastructure component, especially in the vertical and / or horizontal direction, is preferably carried out by means of a plurality of devices, especially by all devices simultaneously, and especially in an automated manner. The control device may be configured such that the movement motions of these devices are adjusted to each other accordingly. In particular, a measurement system can be used to monitor the load on the infrastructure component. The control device can provide a control signal for preparing a drive motion to reduce the load based on the calculated load. Thereby, torsion of the infrastructure component, especially damage due to overload, can be avoided.

[0057] According to one aspect of the invention, the infrastructure component is moved to different positions along the vertical direction at a plurality of positions along its main extension plane. Thereby, the infrastructure component can be adjusted about one horizontal direction.

[0058] The method according to claim 17 ensures the movement of the infrastructure component in a particularly flexible manner. In particular, the infrastructure component can be moved in a particularly flexible manner, especially over a large distance. The first transmission means is preferably formed as an eccentric drive. The device, especially the ground contact means, may be formed to be reversibly guided through the through-hole of the infrastructure component and through the infrastructure component. The eccentric arrangement of the ground contact means is limited by the diameter of the through-hole. By lifting the ground contact means relative to the ground and reorienting it, the infrastructure component can be moved perpendicular to the first axis of rotation, especially in the horizontal direction, over any distance, regardless of the distance of the ground contact means from the first axis of rotation. After reorienting the ground contact means, the ground contact means is preferably lowered again to contact the ground. Preferably, all of the devices attached to the infrastructure component are lifted successively, reoriented, and brought into contact with the ground again in a new orientation. While at least one ground contact means is lifted relative to the ground, the weight of the infrastructure component is preferably transmitted to the ground by other devices, especially other ground contact means. Preferably, at least four devices, especially ground contact means, are used for this purpose.

[0059] Preferably, before lifting the first ground contact means, the movement of the infrastructure component in the direction of the target arrangement is carried out. After all the ground contact means are newly oriented, the infrastructure component is preferably further moved in the direction of the target arrangement. Thereby, the movement movement of the infrastructure component with respect to the ground that can be achieved as a whole can be made larger than the maximum possible movement of the ground contact means with respect to the coupling means and / or with respect to the infrastructure component.

[0060] The method according to claim 18 is particularly economical. Preferably, a reinforcing material is arranged, particularly in the vertical direction, between the ground and the infrastructure component. The infrastructure component is preferably covered with the reinforcing material in the vertical direction and pre-positioned on the ground. The free space between the ground and the infrastructure component can be filled with a filler. Preferably, the filler completely surrounds the infrastructure component at least in a predetermined section, particularly in the horizontal plane. The filler is preferably concrete or ballast. The concrete is preferably poured into the free space in a pourable manner. The infrastructure component, particularly the track slab, may have a pouring opening penetrating the plate base, and the concrete can be filled into the free space below the infrastructure component through this opening. For fixing the infrastructure component, the concrete hardens.

[0061] The method according to claim 19 can be particularly economically implemented. The device, particularly the ground contact means, can be removed from the infrastructure component, preferably completely, particularly without destruction and / or without disassembly, particularly after the hardening of the filler. The ground contact means is wetted by the hardened filler, preferably particularly in a predetermined area. The device, particularly the ground contact means, can be removed from the infrastructure component preferably by the rotational drive of a second operating means about a second axis of rotation. The device is moved vertically upward by a second transmission means, particularly a male thread, and removed from the infrastructure component.

[0062] The method according to claim 20 can be implemented economically and particularly time-efficiently. The automated movement of the infrastructure component to the target arrangement on the ground is preferably carried out by a measuring device and / or a control device and / or at least one drive unit. Preferably, a plurality of devices, in particular a first operating means and / or a second operating means, are moved simultaneously to the target arrangement by at least one drive unit, in particular in accordance with a control instruction of the control device and / or based on measurement data of the measuring device. In this case, the movement of at least one infrastructure component can be carried out particularly time-efficiently and resource-saving.

[0063] Further features, details and advantages of the invention will become apparent from the following description of embodiments based on the drawings.

Brief Description of the Drawings

[0064]

Figure 1

Figure 2

Figure 3

Figure 4

Figure 5

Figure 6A

Figure 6B

Figure 6C

Figure 7A

Figure 7B

Figure 7C

Figure 8A

Figure 8B

Figure 9

Figure 10

Figure 11

Figure 12

Embodiments for Carrying Out the Invention

[0065] Based on FIGS. 1 to 8B, a first embodiment of a system 1 including at least one device 2 for moving an infrastructure component 4 placed on the ground 3 from an initial arrangement to a target arrangement is described. Further, a method for moving the infrastructure component 4 from the initial arrangement to the target arrangement is described.

[0066] FIG. 1 shows three of a plurality of systems 1. The system 1 has, as a track component, one infrastructure component 4 each formed as a track slab, and five devices 2. The infrastructure component 4 is placed on the ground 3 solely via the device 2. The ground 3 is preferably a solid foundation including concrete. The infrastructure component 4 preferably includes a plate base 5 including concrete, particularly reinforced concrete, a mounting device 6 for attaching a rail 7 to the plate base 5, and at least one, particularly five corresponding coupling means 8 for attaching the device 2.

[0067] The infrastructure component 4 preferably has a ground coupling device 9 including a layer made of a rubber elastic material for adjusting strength, particularly a separation layer, and / or for providing rigidity and / or damping at the joint between the infrastructure component 4 and the ground 3. The ground coupling device 9 may be attached to the lower surface of the infrastructure component 4 at least in a predetermined section.

[0068] The infrastructure component 4 is connected to the ground 3 by a filling material 10, in particular a pourable concrete. A reinforcing material 11, in particular a steel reinforcing material, is placed on the ground 3. The infrastructure component 4 overlaps the reinforcing material 11 arranged between the ground 3 and the infrastructure component 4 in the vertical direction. The infrastructure component 4 and the reinforcing material 11 are surrounded by a frame 12 arranged on the ground 3. Each infrastructure component 4, in particular the plate base 5, has two notches 13 for filling the filling material 10 into the space 14 between the infrastructure component 4 and the ground 3.

[0069] The system 1 preferably has a measuring device 15 for detecting the arrangement of the infrastructure components 4. The measuring device 15 is a component of an assembly 16 that further has a device 2. By means of the assembly 16, at least one infrastructure component 4 can be moved to a target arrangement, particularly accurately and particularly automatically. The measuring device 15 has a position determination unit 17 for specifying the measuring position of the measuring device 15. The position determination unit 17 includes a laser distance measuring device for detecting the distance between the measuring device 15 and, in particular, the target window 19 of a reflecting rod 20 arranged at the ground measuring point 18 for detecting the distance between the measuring device 15 and the ground measuring point 18. By means of the position determination unit 17, the position of the measuring device 15 relative to the ground measuring point 18, in particular the position of the measuring device 15 in the global coordinate system, can be specified.

[0070] The measuring device 15 further has a stereo camera 21. The stereo camera 21 is attached to the position determination unit 17 in a particularly known relative arrangement. The stereo camera 21 includes two digital cameras 22. The stereo camera 21 is configured to detect the relative position from a marking 23 attached to each infrastructure component 4 to the measuring device 15. Based on the relative position of the marking 23 in the global coordinate system to the measuring device 15 and the measuring position of the measuring device 15, the arrangement of each infrastructure component can be specified within the global coordinates.

[0071] System 1 includes a control device 24 having a processor 25 for processing information based on a corresponding software program, a memory 26 storing the software program and the detected measurement data, and a user interface 27 for exchanging information with a user. The measuring device 15 and the control device 24 are configured to continuously identify the arrangement of at least one, in particular at least three, infrastructure components 4, in particular at a frequency of at least 0.1 Hz, in particular at least 0.5 Hz, in particular at least 1 Hz, in particular at least 10 Hz, in particular at least 100 Hz.

[0072] The control device 24 is preferably configured to compare the actual arrangement of the infrastructure component 4 with a target arrangement, in particular to determine an arrangement deviation. The arrangement deviation preferably includes a deviation in the position and / or orientation of the infrastructure component 4 with respect to the target arrangement, which is also described below as the target arrangement.

[0073] The control device 24 may be configured to display the arrangement deviation via the user interface 27, in particular via a display, and / or to automatically move the infrastructure component 4 to the target arrangement to reduce the arrangement deviation, in particular by providing a control signal. The control device 24 may particularly have a control communication interface 28 for outputting the control signal, either by a wired connection or wirelessly. In the embodiment shown in FIG. 1, the control communication interface 28 is configured as a wireless communication interface, in particular as a WiFi interface, a ZigBee interface, or a Bluetooth interface.

[0074] Each device 2 has an operating device 29 for receiving a driving motion for moving the infrastructure component 4. The operating device 29 is configured to be driven manually, in particular using a wrench, and / or automatically, in particular using a drive unit 30. The drive unit 30 is shown as an example in one of the devices 2 in FIG. 1. The corresponding drive unit 30 is preferably arranged in each of the devices 2. This makes it possible to move the infrastructure component 4, in particular a plurality of infrastructure components 4, simultaneously, automatically, and in particular adjusted to each other to a target arrangement.

[0075] The drive unit 30 has at least one drive motor, in particular two drive motors, in particular an electric motor, for providing a driving motion, in particular two driving motions independent of each other. The drive unit 30 can have an energy storage unit for providing electrical energy, in particular a battery for supplying the drive energy required for at least one drive motor. Preferably, both driving motions are provided as coaxial rotational motions.

[0076] The drive unit 30 includes a drive device communication interface 31 for exchanging control information with the control device 24, in particular for receiving a control signal.

[0077] With reference to FIGS. 2 to 5, the device will be described in more detail. The device 2 includes an operating device 29, ground contact means 32 for placing the infrastructure component 4 on the ground 3, in particular, coupling means 33 for attaching the device 2 to the infrastructure component 4, and a transmission device 34 for converting the driving motion applied to the operating device 29 into a moving motion of the infrastructure component 4 relative to the ground 3.

[0078] The operating device 29 has a first operating means 35 and a second operating means 36. The first operating means 35 and the second operating means 36 each form one drive device contact point having an outer hexagonal profile for receiving a first rotational movement about a first axis of rotation 37 and for receiving a second rotational movement about a second axis of rotation 38. The first axis of rotation 37 and the second axis of rotation 38 are arranged coaxially with each other.

[0079] The ground contact means 32 is formed for transmitting the weight of the system 1 to the ground 3, and in particular for placing the infrastructure component 4 on the ground 3. The ground contact means 32 has contact pins 39 for securely coupling to the ground 3. The ground contact means 32, in particular the contact pins 39, are arranged eccentrically with respect to the first axis of rotation 37.

[0080] The coupling means 33 has a male thread 48 and consists particularly of this male thread. The male thread 48 may be formed as a metric thread. Preferably, the outer diameter D of the male thread A is in the range of 10 mm to 50 mm, particularly 15 mm to 40 mm, particularly 20 mm to 30 mm.

[0081] The corresponding coupling means 8 of the infrastructure component 4 has a female thread 50 and consists particularly of this female thread. The corresponding coupling means 8 is preferably formed to form a threaded connection with the coupling means 33. For this purpose, the dimensions of the corresponding coupling means 8 preferably correspond to the dimensions of the coupling means 33.

[0082] The diameter d of the core hole of the female thread 50 of the corresponding coupling means 8 I is preferably in the range of 5 mm to 50 mm, particularly 10 mm to 40 mm, particularly 15 mm to 35 mm, particularly 20 mm to 30 mm. The root diameter d of the male thread 48 of the coupling means 33 A is substantially the diameter d of the core hole of the corresponding coupling means 8 IIt corresponds to. The corresponding coupling means 8 preferably has a threaded insert 41 with a female thread 50. The threaded insert 41 may be screwed into the plate base 5 or may be cast.

[0083] In FIG. 3, the orientation of the eccentric ground contact means 32 about the first rotation axis 37 is illustrated by symbols in the shape of a triangular wedge 42. This illustration of the orientation of the ground contact means 32 will be referred to when explaining the method for moving the infrastructure component 4 below.

[0084] The transmission device 34 has a first transmission means 43 for converting a first rotational movement into a first translational movement of the ground contact means 32 relative to the infrastructure component 4. The first transmission means 43 has a base 44, to which the ground contact means 32 is eccentrically attached. The ground contact means 32 is integrally formed with the base 44, in particular, is materially connected to the base in a mutually connected manner. The first transmission means 43 further has a shaft 45 for transmitting the first rotational movement between the first operating means 35 and the base 44. The shaft 45 has a circular cross-section. The first rotational movement about the first rotation axis 37 transmitted to the first operating means 35 can be converted by the first transmission means 43 into a first translational movement of the ground contact means 32 relative to the infrastructure component 4 having a translational movement component perpendicular to the first rotation axis 37.

[0085] The transmission device 34 has a second transmission means 46. The second transmission means has a hollow shaft 47 with a male thread 48. The male thread 48 of the second transmission means 46 is the male thread of the coupling means 33. This male thread 48 thus has a dual function.

[0086] The second transmission means 46 is configured to convert the second rotational movement of the second operating means 36 about the second axis of rotation 38 into a second translational movement of the ground contact means 32 relative to the infrastructure component 4 having a translational movement component directed parallel to the second axis of rotation 38. In other words, the second transmission means 46 is configured to convert the rotational movement of the second operating means 36 into a movement of the ground contact means 32 relative to the infrastructure component 4 along the second axis of rotation 38.

[0087] The hollow shaft 47 surrounds the shaft 45. In particular, the shaft 45 is rotatably supported within the hollow shaft 47, in particular by means of a sliding bearing and / or a rolling bearing. Preferably, the shaft 45 is supported within the hollow shaft 47 in a form-fitting manner along the first axis of rotation 37, in particular on both sides.

[0088] The first axis of rotation 37 and the second axis of rotation 38 are directed substantially perpendicular to the main extension plane 49 of the infrastructure component 4. Thereby, it is ensured that the rotation drive of the first operating means 35 causes the infrastructure component 4 to move in the vertical direction. The rotation drive of the second operating means 36 causes the infrastructure component 4 to move in the horizontal direction.

[0089] The device 2 is configured to penetrate the infrastructure component 4 reversibly. For this purpose, the coupling means 33 completely overlaps all other elements of the device 2 arranged on the side of the ground contact means 32 with respect to the coupling means 33, in particular along the first axis of rotation 37 and / or along the second axis of rotation 38. In particular, the coupling means 33 completely overlaps the base body 44 and the contact pin 39. All elements of the device 2 located on the side of the ground contact means 32 with respect to the coupling means 33, in particular along the first axis of rotation 37 and / or along the second axis of rotation 38, are within the outer diameter D A of, in particular, the core hole diameter d I of, in particular, the root diameter d of the male thread 48 of the coupling means 33 A and are located inside.

[0090] The device 2 penetrates the through-core hole of the infrastructure component 4 completely and removably in a reversible manner, in particular without destruction. In particular, the device 2, in particular the coupling means 33, is formed to reversibly attach the device 2 to the infrastructure component 4, in particular without destruction and / or without disassembly. In particular, the device 2 is formed to be removed from the infrastructure component 4 after the filling material 10 has been poured in and the infrastructure component 4 has been fixed to the ground 3 and after the filling material 10 has hardened.

[0091] The overall length L of the device 2 is preferably in the range of 200 mm to 600 mm, in particular 300 mm to 500 mm, and especially 350 mm to 450 mm. The length l of the male thread 48 is preferably shorter than the overall length L. The difference in length is preferably in the range of 10 mm to 200 mm, in particular 20 mm to 100 mm, and especially 30 mm to 60 mm.

[0092] The overall length L of the device 2 and / or the thread length l of the male thread 48 is preferably greater than the thickness t of the infrastructure component 4, in particular of the plate substrate 5, and especially of the track slab. The thickness t of the infrastructure component 4 is preferably in the range of 100 mm to 500 mm, in particular 200 mm to 400 mm.

[0093] The distance c between the first operating means 35 and the second operating means 36, in particular along the first axis of rotation 37, is preferably in the range of 0 mm to 100 mm, in particular 5 mm to 50 mm, and especially 10 mm to 20 mm.

[0094] The functional form of the system 1, in particular of the device 2, of the assembly 16, and of the method for moving the infrastructure component 4 is as follows.

[0095] By means of a transport device (not shown), in particular by means of a road vehicle and / or a crane and / or a multi-joint arm, a plurality of infrastructure components 4 are positioned in succession on the ground 3, in particular inside the area to be inserted for pouring, preferably so as to cover the reinforcement 11 in a vertical direction.

[0096] In this pre-positioned arrangement, which is also referred to as the initial arrangement below, each infrastructure component 4 is placed on the ground 3 by the ground contact means 32 of the device 2.

[0097] Five devices 2 are respectively attached to each infrastructure component 4. The device 2 penetrates each infrastructure component 4, particularly the plate substrate 5 of the track slab, such that the ground contact means 32 protrudes downward from the infrastructure component 4. The operating device 29 of each device 2 protrudes upward from the infrastructure component 4.

[0098] A drive unit 30, which is signal-connected to the control device 24, is attached to each of the operating devices 29.

[0099] The measuring device 15 is located at the measuring position. The distance to each ground measuring point 18 is detected by the positioning unit 17, particularly by detecting the target window 19 of the reflecting rod 20. Based on this distance, the measuring position of the measuring device 15 is specified, particularly by the control device 24, particularly within the global coordinate system, and preferably stored in the memory 26 of the control device 24.

[0100] The measuring device 15 detects the arrangement of each infrastructure component 4, particularly by detecting the marking 23. In particular, the stereo camera 21 detects the position of the marking 23 relative to the measuring position of the measuring device 15. The arrangement of the infrastructure component 4, particularly the actual arrangement, is specified based on the image evaluation and based on the measuring position, particularly by the control device 24, particularly within the global coordinate system, and preferably stored in the memory 26 of the control device 24.

[0101] The control device 24 specifies the arrangement deviation between the target arrangement, particularly the target arrangement, and the actual arrangement of the infrastructure component 4. A control signal correlated with the arrangement deviation is specified by the control device 24. The control signal is transmitted to each drive unit 30 via a particularly wireless signal connection between the control communication interface 28 and each drive device communication interface 31.

[0102] In response to the control signal, the drive unit 30 drives the first operating means 35 and the second operating means 36, in particular independently of one another, about the first axis of rotation 37 and the second axis of rotation 38. Based on the control signal, all drive units 30 act on the device 2, in particular the operating device 29, so as to move the infrastructure component 4 from the initial arrangement to the target arrangement.

[0103] By the rotational drive of the first operating means 35, a horizontal movement of the infrastructure component 4 occurs in the region of each device 2, in particular in the region of the associated coupling means 8. By the rotational drive of the second operating means 36 of each device 2, a vertical movement of the infrastructure component 4 occurs in the region of each device 2, in particular in the region of the associated coupling means 8.

[0104] Since the ground contact means 32 has a contact pin 39 arranged eccentrically with respect to the first axis of rotation 37, the infrastructure component 4 moves circularly about the contact pin 39 during the rotational drive of the first operating means 35. The radius of the circular motion corresponds to the distance r between the first axis of rotation 37 and the contact pin 39. The distance r is 10 mm. When the first operating means 35 rotates completely once about the first axis of rotation 37, the infrastructure component 4 moves horizontally by ±10 mm with respect to the ground 3 in the region of the corresponding device 2.

[0105] Preferably, the control device 24 is configured to control the drive unit 30 such that the movement motion and / or movement time of the infrastructure component 4 relative to the ground 3 required as a whole is as small as possible.

[0106] The infrastructure component 4 is moving from the initial arrangement to the target arrangement. The target arrangement deviates from the target arrangement in the region of the marking 23, in particular by at most 5 mm, in particular by at most 2 mm, in particular by at most 1 mm, in particular by at most 0.5 mm, in particular horizontally and in particular perpendicularly to the longitudinal direction of the rail 7.

[0107] Regarding FIGS. 6A to 6C, the movement of each infrastructure component 4 will be described in more detail. For better understanding, the five devices 2 are described as devices 2.1 to 2.5 individually and distinguishable from each other. The arrangement of the ground contact means 32, in particular the contact pins 39, around the first axis of rotation 37 is symbolized by a triangular wedge 42.

[0108] In particular, the x - direction and y - direction of the Cartesian coordinate system shown in FIG. 6A extend in the horizontal plane. The x - direction is parallel to the longitudinal direction of the rail 7. The y - direction is perpendicular to the longitudinal direction of the rail 7. The z - direction is vertical, particularly upward. The x - direction, y - direction, and z - direction form a right - hand coordinate system. Preferably, the main extension plane 49 of the infrastructure component 4, in particular the plate substrate 5, is substantially parallel to the x - direction and y - direction, in particular to the horizontal plane.

[0109] In FIG. 6A, the system 1 is in particular such that the infrastructure component 4 and the device 2 are in the initial arrangement. The contact pins 39 of each device 2 are each arranged at an interval in the direction opposite to the y - direction with respect to the first axis of rotation 37. Correspondingly, the triangular wedge 42 faces in the direction opposite to the y - direction.

[0110] The first operating means 35 is rotationally driven about the first axis of rotation 37. The ground contact means 32, in particular the contact pins 39, are rotated by 90° about the first axis of rotation 37, particularly clockwise. The infrastructure component 4 thereby moves relative to the ground 3 in the horizontal direction, in particular in the x - direction and y - direction.

[0111] In FIG. 6B, the system 1 is shown in the first movement arrangement. In the first movement arrangement, the infrastructure component 4 has moved by x 1 = 10 mm in the x - direction and y 1 = - 10 mm in the y - direction relative to the initial arrangement.

[0112] Each ground contact means 32, particularly the contact pin 39, is arranged at a distance in the direction opposite to the x direction with respect to the first rotation axis 37. The triangular wedge 42 of the device 2 faces in the direction opposite to the x direction. The first operating means 35 is rotated about the first rotation axis 37, particularly by 90° again, particularly clockwise. As a result, the infrastructure component 4 moves in the direction opposite to the x direction and further in the direction opposite to the y direction with respect to the ground 3.

[0113] In FIG. 6C, the system 1, particularly the infrastructure component 4, is shown in the second movement arrangement. In the second movement arrangement, the infrastructure component 4 has moved by x 2 = 0 mm in the x direction and y 2 = -20 mm in the y direction with respect to the initial arrangement. The ground contact means 32 is arranged at a distance in the y direction from the first rotation axis 37.

[0114] In order to move the infrastructure component 4 particularly over a greater horizontal distance, particularly by more than twice the distance r between the first rotation axis 37 and the contact pin 39, the device 2 can be newly adjusted particularly in sequence. The new adjustment of the device 2 will be described with reference to FIGS. 7A to 7C.

[0115] In FIG. 7A, the system 1 is shown in the second movement arrangement. For the new adjustment of the device 2.1, this device is moved along the second rotation axis 38, particularly upward in the vertical direction, by the rotational drive of the second operating means 36. The ground contact means 32 of the device 2.1 is disengaged from the ground 3.

[0116] Next, the first operating means 35 is rotationally driven to orient the ground contact means 32 appropriately to the initial arrangement. In this case, the infrastructure component 4 maintains its position and orientation with respect to the ground 3.

[0117] The second operating means 36 is rotationally driven about a second axis of rotation 38 in order to lower the device 2.1. The ground contact means 32 again contacts the ground 3. The infrastructure component 4 is again placed on the ground 3 via the device 2.1. The system 1 is located in the first adjustment arrangement shown in FIG. 7B.

[0118] The method described above is repeated in succession for each of the devices 2.2 to 2.5. The devices 2.1 to 2.5 are then correspondingly oriented with respect to the infrastructure component 4, where in this case the infrastructure component 4 has not changed its arrangement with respect to the second movement arrangement. The system 1, in particular the infrastructure component 4, can be moved relative to the ground 3 in a direction opposite to the y - direction according to the method described with respect to FIGS. 6A - 6C.

[0119] With reference to FIGS. 8A - 8B, an explanation will be given of how the system 1 can be fixed to the ground 3 particularly stably. Depending on the height of the infrastructure component 4 above the ground 3 and the fitting play between the coupling means 33 and the corresponding coupling means 8 and / or the elasticity of the device 2, there is a risk that an undesirable relative movement of the infrastructure component 4 with respect to the ground 3 may occur due to a force being introduced particularly in the horizontal direction into the infrastructure component 4. This may impair the precise arrangement of the infrastructure component 4 in the target arrangement. For example, when the filling material 10 is poured into the infrastructure component 4, a corresponding force introduction may occur.

[0120] The device can fix the infrastructure component 4 in the target arrangement, and can particularly clamp it. For this purpose, the devices 2, particularly the first operating means 35, are driven to rotate in opposite directions in pairs. In particular, the first operating means 35 of devices 2.1 and 2.3 are driven to rotate in the opposite direction, and the first operating means 35 of devices 2.2 and 2.4 are driven to rotate in the opposite direction. The moving movement of each ground contact means 32 around the first rotation axis is preferably in the range of 2° to 60°, particularly 5° to 45°, particularly 10° to 30°, particularly 15° to 20°. In this case, the infrastructure component 4 preferably does not move relative to the ground 3. This clamping can be performed by applying a predetermined moment to each device, particularly by the first operating means 35. Due to the relative movement of the ground contact means 32 with respect to the infrastructure component 4, elastic deformation of each device 2 that clamps the infrastructure component 4 in the target arrangement on the ground 3 occurs. The system 1 is located in the clamping arrangement shown in FIG. 8B. The clamping arrangement preferably corresponds to the target arrangement.

[0121] The method described above can be alternatively implemented manually instead of automatically by the drive unit 30. For this purpose, the arrangement deviation is displayed on the user interface 27. The user drives the operating device 29, particularly the first operating means 35 and the second operating means 36, with a tool, particularly a wrench, so that the infrastructure component 4 is moved to the target arrangement and / or clamped in the target arrangement.

[0122] In the target arrangement, particularly the clamping arrangement, a filler 10, particularly pourable concrete, is poured into at least one infrastructure component 4. The space 14 between the ground 3 and the infrastructure component 4 is filled with the filler. The filler hardens. The infrastructure component 4 is firmly bonded to the ground 3 by the hardened filler 10.

[0123] The device 2 can be removed from each infrastructure component 4. For this purpose, the second operating means 36 is rotationally driven about the second axis of rotation 38, and each device 2 is removed from the device 2 in the vertical direction, particularly in the z direction. The device 2 can be used to move the infrastructure component 4 to a target arrangement.

[0124] Regarding FIGS. 9 to 12, another embodiment of the system 1 provided with at least one device 2 will be described. Different from the above-described embodiment, the device 2 has a ground contact means 32 provided with rotatably supported contact pins 39. The contact pins 39 are formed in a cylindrical shape in a predetermined section. The end face of the cylindrical section of the ground contact pin 39, particularly the end face facing the infrastructure component 4, is round and is particularly formed in a spherical segment shape.

[0125] The ground contact means 32 has a rotary bearing 51, particularly a thrust bearing. The rotary bearing 51 is formed as a rolling bearing, particularly as a ball bearing.

[0126] The contact pin 39 is rotatably supported about the bearing axis 52 by the rotary bearing 51, and is supported by the transmission device 34, particularly by the first transmission means 43, and particularly by the base body 44. The bearing axis 52 is oriented parallel to the first axis of rotation 37. The distance r between the bearing axis 52 and the first axis of rotation 37 corresponds to the distance r between the first axis of rotation 37 and the tip of the contact pin 39. In particular, the contact pin 39 is formed rotationally symmetrically about the bearing axis 52.

[0127] Along the first axis of rotation 37, the contact pin 39 projects from the base body 44 by a height h in the range of 1 mm to 30 mm, particularly 2 mm to 20 mm, particularly 3 mm to 15 mm, particularly 4 mm to 10 mm in the direction of the ground contact means 32 with respect to the transmission device 34.

[0128] System 1 includes corresponding ground contact means 53. The corresponding ground contact means 53 is formed such that the force transmitted to the ground 3, particularly the weight of the infrastructure component 4, through the ground contact means 32, particularly the contact pins 39, is distributed particularly uniformly and over a particularly enlarged area and introduced into the ground 3. The corresponding ground contact means 53 preferably has a plate, particularly a metal plate, particularly a steel plate. The corresponding ground contact means 53 has a square bottom surface with a side length of 200 mm. The thickness of the corresponding ground contact means 53 is 15 mm.

[0129] System 1 and device 2 correspond to the above-described embodiments in other respects. The functional form corresponds to the functional form of the above-described embodiments.

[0130] Advantageously, by rotatably supporting the ground contact means 32 relative to the base body 44, a reduction in friction between the ground contact means 32 and the ground 3 is achieved. The device 2 can thereby be operated particularly simply, and in particular the operating device 29, particularly the first operating means 35, can be driven particularly easily and with low friction. The corresponding ground contact means 53 improves the introduction of force between the device 2 and the ground 3. In particular, the weight of the infrastructure component 4 transmitted through the ground contact means 32 can be transmitted by the corresponding ground contact means 53 over a larger area, and thus introduced into the ground 3 while being distributed particularly uniformly and particularly reducing the surface load. Damage to the ground 3 is avoided. The movement of the infrastructure component 4 relative to the ground 3 can be carried out particularly reliably by the device 2.

[0131] The device 2, in particular the assembly 16, can move the infrastructure component 4, which is pre-positioned and placed on the ground 3, to the target position in a particularly precise and economical manner. The device 2 and / or the assembly 16 are fully reusable. In particular, the device 2 can be completely removed from the device 2, especially without destruction and / or without disassembly, after the pouring and hardening of the infrastructure component 4 into the ground 3, and is thus provided for reuse to move other infrastructure components 4. The first operating means 35 and the second operating means 36 are in the vicinity of each other, in particular based on their coaxial axes of rotation 37, 38, so that the drive of the device 2, in particular the operating device 29, can be carried out in a particularly easily operable manner, in particular in an automatable manner. Since the infrastructure component 4 can be fixed in position, in particular clamped, in the target position by the device 2, it is possible to reliably avoid the infrastructure component 4 moving from the target position, especially when the filling material 10 is poured in.

Claims

1. A device (2) for moving infrastructure components (4), particularly track slabs, which are pre-positioned and placed on the ground (3), to a target position, 1.1 A coupling means (33) for attaching the device (2) to the corresponding coupling means (8) of the infrastructure component (4), 1.2 Ground contact means (32) for placing on the ground (3), 1.3 An operating device (29) for receiving a first rotational motion centered on a first axis of rotation (37), In a device (2) having, 1.4 The system includes a transmission device (34) for converting the first rotational motion into a first movement of the ground contact means (32) with respect to the infrastructure component (4), which has a translational motion component perpendicular to the first rotation axis (37). Apparatus (2) characterized by the following.

2. The apparatus (2) according to claim 1, wherein the transmission device (34) is formed to provide at least two independent linear motion components of the ground contact means (32) with respect to the infrastructure component (4).

3. The apparatus (2) according to claim 1 or 2, having an arrangement of the ground contact means (32) that is eccentric with respect to the first rotation axis (37).

4. The apparatus (2) according to claim 1, wherein the operating device (29) is formed to receive a second rotational motion about a second rotation axis (38).

5. The apparatus (2) according to claim 4, wherein the transmission device (34) is configured to convert the second rotational motion into a second moving motion of the ground contact means (32) with respect to the infrastructure component (4), which has a translational motion component parallel to the second rotation axis (38).

6. The apparatus (2) according to claim 4 or 5, wherein the first axis of rotation (37) and the second axis of rotation (38) are arranged coaxially with respect to each other.

7. The apparatus (2) according to claim 1, wherein the coupling means (33) has a male thread (48) for forming a screw connection between the infrastructure component (4) and the corresponding coupling means (8).

8. The apparatus (2) according to claim 7, wherein the ground contact means (32) is formed to reversibly penetrate the infrastructure component (4) along the central longitudinal axis of the screw coupling.

9. The apparatus (2) according to claim 1, wherein the coupling means (33) is formed to reversibly attach the apparatus (2) to the infrastructure component (4).

10. The device (2) according to claim 1, wherein the operating device (29) has drive device contacts (35, 36) for operation by a wrench, and / or the device (2) has a drive motor that is torque-transmitted to the operating device (29).

11. 11.1 At least one device (2) according to claim 1, 11.2 Measuring device (15) for detecting the arrangement of infrastructure components (4), A combination (16) including the above.

12. 12.1 At least one device (2) according to claim 1 and / or the combination according to claim 11, 12.2 An infrastructure component (4) having at least one corresponding coupling means (8) to which the coupling means (33) of at least one device (2) is attached, A system (1) including the above.

13. The system (1) according to claim 12, wherein the infrastructure component (4) is a track slab.

14. The system (1) according to claim 12, comprising at least three devices (2).

15. The system (1) according to claim 12, wherein the first axis of rotation (37) and / or the second axis of rotation (38) are oriented perpendicular to the main extending plane (49) of the infrastructure component (4).

16. A method for moving infrastructure components (4), particularly track slabs, to a target position, comprising the following steps: 16.1 A step of preparing an infrastructure component (4) which is placed on the ground (3) via at least one ground contact means (32), 16.2 A step of converting a first rotational motion about a first rotation axis (37) into a first movement of the ground contact means (32) with respect to the infrastructure component (4), which has a translational motion component perpendicular to the first rotation axis (37), A method that includes this.

17. The method according to claim 16, comprising lifting at least one ground contact means (32) from the ground (3) and changing the orientation of the ground contact means (32) that is not in contact with the ground (3) with respect to the infrastructure component member (4) with respect to the first axis of rotation (37).

18. The method according to claim 16 or 17, wherein the infrastructure component (4) is fixed to the ground (3) by pouring in a filler (10).

19. The method according to claim 18, wherein, after fixing, at least one ground contact means (32) is removed from the infrastructure component (4).

20. The method according to claim 16, wherein the infrastructure component (4) is automatically moved to a target position relative to the ground (3).