EP4050160A1 - Method for manufacturing a foundation of a production plant, foundation anchoring box and production plant - Google Patents

Abstract

The invention relates to a method for producing a foundation (1) for a production facility (2) with at least one foundation anchoring box (3) which is designed to fasten several coordinated system components (4) of the production facility (2). The invention also relates to such a foundation anchoring box (3) and a production plant (2) with such foundation anchoring boxes (3).

Description

The invention relates to a method for producing a foundation for a production plant with at least one foundation anchoring box which is designed to fasten a plurality of plant components of the production plant which are coordinated with one another. The invention also relates to such a foundation anchoring box and a production plant with such foundation anchoring boxes.

the DE 10 2010 005 866 B4 describes a system for the production of precast concrete parts, with a pallet circulation system for transporting pallets between individual production stations of the system, the pallet circulation system comprising at least one transport track, the transport track being designed as a roller conveyor, and that the roller conveyor is composed of several conveyor modules, on which carrier rollers are arranged to receive the pallets, with the conveyor modules each comprising means for driving at least one carrier roller and/or at least one friction wheel, and the pallet circulation system comprising at least one conveyor module with two different carrier roller arrangements, with the carrier rollers of one carrier roller arrangement being different from the other carrier roller arrangement are aligned.

The object of the invention is to create a production plant that can be operated in a particularly safe manner. A further object of the invention is to provide a foundation anchor box which can be used in a particularly suitable manner as a subsystem in production plants according to the invention. An additional object of the invention is to propose a method with which foundation anchor boxes having foundations of such production plants can be made particularly useful.

• Herstellen von Gegenbefestigungsmitteln an einem ebenen Blech, wobei die Gegenbefestigungsmittel korrespondierende Anschlussmittel für Befestigungsmittel der mehreren, aufeinander abgestimmten Anlagenkomponenten bilden,
• Umformen des die Gegenbefestigungsmittel aufweisenden Bleches in eine räumliche Gestalt zur Bildung des Fundamentverankerungskastens,
• Einbetten des die Gegenbefestigungsmittel aufweisenden Fundamentverankerungskastens in unausgehärteten, fließfähigen Baustoff einer herzustellenden Bodenplatte der Produktionsanlage.

The object is achieved by a method for producing a foundation for a production plant with at least one foundation anchoring box, which is designed to fasten a plurality of plant components of the production plant that are coordinated with one another, having the steps:

• Manufacture of counter-fastening means on a flat sheet, the counter-fastening means forming corresponding connection means for fastening means of the several system components that are coordinated with one another,
• Reshaping the sheet metal having the counter-fastening means into a three-dimensional shape to form the foundation anchor box,
• Embedding the foundation anchoring box, which has the counter-fastening means, in uncured, flowable building material of a base plate to be manufactured for the production plant.

The foundation forms the floor of the production plant on which two or more plant components of the production plant are to be set up. The two or more system components are functionally connected within the scope of the respective production in the production system, ie at least one first system component must be positioned with respect to at least one second system component with the accuracy required for the operation of these system components. In this context, positioning means precise adjustment of the relative position and the relative location of the at least one first system component with respect to the at least one second system component.

Previous methods have only provided for a foundation plate to be produced from a building material that is flowable in the uncured state and then hardens, such as concrete, with a dimensional accuracy that is customary in the building industry. This dimensional accuracy is usually within a tolerance range of about 10 to 20 millimeters. Only after the base plate formed from the building material had hardened were the plant components required for the production plant individually and with individual ground anchors attached to the base plate with the higher dimensional accuracy required for the function of the plant components, i.e. positioning accuracy, and then individually aligned, i.e. adjusted. This positioning accuracy of the system components is usually within a tolerance range that is smaller by about a power of ten, that is, it should be about 0.5 to 2.0 millimeters, for example. To this end, each individual system component was previously positioned and aligned individually on the base plate. The counter-fastening means required to fasten the individual system components to the foundation, ie to the base plate, had to be introduced subsequently, ie after completion of the base plate from the building material, in laborious manual work and each individual system component had to be adjusted. The counter-fastening means were formed, for example, by vertical holes that had to be drilled manually into the concrete floor slab. For this purpose, conventional system components have, for example, feet which have tabs with bores, so that each system component can be anchored, ie screwed, into the manually created vertical bores in the concrete floor slab using separate screws, dowels and/or ground anchors. However, this meant that the vertical holes had to be drilled very precisely into the concrete floor slab. In addition, the individual system components had to be adjusted individually during tightening, since the vertical Holes in the floor slab generally could not be drilled into the concrete with the necessary positioning accuracy. This work has hitherto been carried out manually by workers, which is very time-consuming.

For example, in the case of pallet circulation systems for the production of precast concrete components, the foundations to be created on site are a complex task. The hall builders usually have considerable problems creating the foundations according to the necessary specifications of the machine suppliers. In concrete construction, the required accuracy can only be achieved with great effort.

In most cases, continuous concrete profiles and individual anchor plates for the system components, in particular the transport units, are fastened to the concrete hall floor. Empty pipes to the control desks, actuators and sensors are laid and cast in the base plate. The system components, in particular the transport components such as roller blocks, friction wheels, rails for lifting and transfer carriages, guides for energy transmission chains, position measuring systems are fastened to such concrete foundations using screw or welded connections.

Each system component mounted individually on the base plate must be individually adjusted and securely fixed in place. Each system component that is mounted on the base plate generates a interfering or crushing edge. Automatic transport of the production tables is implemented with appropriate safety technology using light barriers, fences, platforms, access queries, roller and lifting gates, etc. However, the associated costs are very high. Therefore, in a large part of the previous production plants, the transport movements in manual work areas via safety operating modes, such as a touch mode, are manual supervised. This key operation causes a corresponding amount of work for the operator with each movement. In terms of safety, the operator is also dependent on the operator, since it cannot be ensured that the operator adequately monitors the danger area when the button is pressed.

With the solutions according to the invention, interfering and/or crushing edges can be at least largely avoided, since the system components are at least largely or even completely laid under the foundation surface, the production system can also be operated with greater safety for the operators or workers in the production system .

With the method according to the invention, the counter-fastening means to which at least one first system component is to be fastened and the counter-fastening means to which at least one second system component is to be fastened, which is to be set up in a specific position and/or position relative to the first system component, can be for the operation of the at least two plant components necessary accuracy in position and location can already be established during the manufacture of the foundation of the production plant.

For this purpose, at least one foundation anchor box according to the invention is provided, on which both the counter-fastening means, to which at least one first system component is to be fastened, and the counter-fastening means, to which at least one second system component is to be fastened, which is to the first system component in a certain relative position and / or position is to be set up, are already formed before the foundation anchor box is embedded in the uncured, flowable building material of the floor slab to be produced. the counter fasteners, to which the at least one first system component is to be fastened are attached to the foundation anchoring box with a higher degree of dimensional accuracy, i.e. positioning accuracy, than is necessary for the function of the system components relative to the counter-fastening means, to which the at least one second system component is to be fastened, than this alone the building material could guarantee.

In particular, foundation anchoring boxes are understood to be housing-like bodies that delimit at least one cavity or have a cavity that is designed to accommodate at least two system components, the housing-like body also being designed for embedding the foundation anchoring box in an uncured, flowable building material. After the free-flowing building material, which can be concrete in particular, has hardened, the foundation anchor box is firmly connected to the foundation formed from the building material, i.e. to the base plate of the production plant formed in this way. The foundation anchor boxes are then anchored in the hardened building material for the floor slab, in particular in the concrete floor slab. In particular, the foundation anchor boxes can be made of a malleable metal material, such as structural steel. The foundation anchor boxes have a bottom wall and at least one peripheral side wall or at least two side walls delimiting the cavity. Due to their base walls and side walls, the foundation anchor boxes also form an inner formwork for casting the base plate from the building material, in particular the concrete.

A single foundation anchor box may be provided in the foundation. Alternatively, two or more foundation anchor boxes may be provided in the foundation. Each foundation anchor box can in particular consist of a steel material exist. In the simplest version of the counter-fastening means, these can be formed by threaded holes in the foundation anchor box. Alternatively or additionally, counter-fastening means can also be other types of machine elements. For example, the counter-fastening means can also be stud bolts or shackles, which are formed on the foundation anchoring box with the high degree of dimensional accuracy necessary for the function of the system components.

According to the invention, the respective foundation anchor box is made from a flat sheet metal. The counter-fastening means desired or required for the at least two system components are introduced into or attached to the metal sheet when the metal sheet is in the flat state. Only then, after the counter-fastening means have been introduced or attached to the flat sheet, is the flat sheet formed into the desired spatial shape of the foundation anchor box.

The sheet metal can be shaped into the desired spatial shape of the foundation anchor box in particular by folding, i.e. bending over, wall sections of the sheet metal. In an exemplary form, the foundation anchor box can be channel-shaped, i.e., for example, have a U-shaped cross-section with a central horizontal wall section that forms a bottom wall of the foundation anchor box and two spaced-apart, parallel vertical side wall sections that connect oppositely to the central wall section .

However, the foundation anchoring box can also be shaped like a trough, so that, in addition to a horizontal bottom wall, it has, for example, three or four, each abutting at right angles has vertical side walls. However, more complex designs of the foundation anchor box are also possible. This essentially depends on the technical possibilities for forming the flat sheet metal. However, the flat sheet does not necessarily have to have a rectangular or square contour. Rather, the flat sheet metal can have a contour that is designed in a more complex manner.

The embedding of the at least one foundation anchor box can be done in different ways. In a first variant, for example, the foundation anchor box can be set up or laid on a blinding layer or a sub-concrete, which can be a thin layer of lean concrete, for example. The at least one foundation anchoring box can be aligned and adjusted, in particular leveled horizontally, on this blinding layer. The liquid in-situ concrete is then poured, for example, into a formwork enclosing the at least one foundation anchor box, so that the at least one foundation anchor box is enclosed by the liquid in-situ concrete.

In a second variant, a foundation, ie a base plate made of in-situ concrete, can first be erected on a blinding layer, which has recesses or niches or channels that have a shape and size so that the at least one foundation anchor box can be used in it when the base plate is out in-situ concrete has hardened. The at least one foundation anchoring box is placed or erected on the hardened base plate made of in-situ concrete. Positioned within the recesses or niches or channels, the at least one foundation anchoring box can be aligned and adjusted, in particular leveled out horizontally. Then the gaps between the inner walls of the recesses or niches or channels of the hardened foundation plate and the outer walls of the foundation anchor box are cast with liquid building material or concrete.

In a third variant, it is conceivable that the foundation anchor boxes are also immersed directly in uncured, liquid building material and then harden in it.

The basic production of the foundation of the production plant is completed with the setting of the at least one foundation anchor box in the building material forming the base plate.

• Montieren der Anlagenkomponenten an den Gegenbefestigungsmitteln des Fundamentverankerungskastens mittels der Befestigungsmittel der Anlagenkomponenten, nach einem Aushärten der hergestellten Bodenplatte der Produktionsanlage, so dass die Anlagenkomponenten ihre aufeinander abgestimmten Positionen und Lagen in der Produktionsanlage einnehmen.

A further development of the method includes the additional step:

• Assembling the plant components on the counter-fastening means of the foundation anchor box by means of the fastening means of the plant components, after curing of the manufactured base plate of the production plant, so that the plant components assume their coordinated positions and locations in the production plant.

The system components can be mounted on the counter-fastening means of the foundation anchor box without each individual system component having to be individually pre-positioned, aligned and/or adjusted on the foundation or the base plate. The counter-fastening means for all system components in the at least one foundation anchoring box already specify the positioning accuracy required for the operation of these system components. In this respect, the individual system components can easily, ie without further ado, be screwed onto the foundation anchoring boxes or in the foundation anchoring boxes will. In addition to the counter-fastening means, the foundation anchoring boxes can optionally have additional centering pins, fitting bores for dowel sleeves or dowel pins or centering cones or centering cones in order to allow the system components to be placed or inserted in the foundation anchoring boxes in a precise and positionally accurate manner.

• Bereitstellen von Daten, welche Informationen umfassen über die Art der Befestigungsmittel der mehrere, aufeinander abgestimmte Anlagenkomponenten und der Positionen und Lagen der Befestigungsmittel der mehrere, aufeinander abgestimmte Anlagenkomponenten zueinander, in der Anordnung der Anlagenkomponenten, wie sie in der Produktionsanlage zu installieren sind,
• Bereitstellen von Daten über die geplante räumliche Gestalt des herzustellenden Fundamentverankerungskastens in Form eines virtuellen Modells des Fundamentverankerungskastens,
• Modellieren von virtuellen, mit den Befestigungsmittel der Anlagenkomponenten korrespondierenden Gegenbefestigungsmitteln an dem virtuellen Modell des Fundamentverankerungskastens auf Basis der bereitgestellten Daten über die Befestigungsmittel der Anlagenkomponenten,
• Transformieren der virtuellen räumliche Gestalt des herzustellenden Fundamentverankerungskastens in eine ebene Gestalt eines virtuellen ebenen Bleches, aus dem der Fundamentverankerungskasten hergestellt werden soll, unter Mittransformieren der Arten, Positionen und Lagen der virtuellen Gegenbefestigungsmittel,
• Herstellen der Gegenbefestigungsmittel an einem ebenen Blech auf Basis der mittransformierten Arten, Positionen und Lagen der virtuellen Gegenbefestigungsmittel,
• Umformen des ebenen Blechs, welches die Gegenbefestigungsmittel aufweist, in die Gestalt des Fundamentverankerungskastens gemäß der virtuellen räumlichen Gestalt des virtuellen Fundamentverankerungskastens.

The method step of producing the counter-fastening means on the flat sheet metal from which the at least one foundation anchor box is formed can have the following steps:

• Provision of data, which includes information about the type of fasteners of the multiple, coordinated system components and the positions and locations of the fasteners of the multiple, coordinated system components to each other, in the arrangement of the system components, as they are to be installed in the production plant,
• Providing data on the planned spatial shape of the foundation anchor box to be manufactured in the form of a virtual model of the foundation anchor box,
• Modeling of virtual counter-fastening means corresponding to the fastening means of the plant components on the virtual model of the foundation anchor box on the basis of the data provided on the fastening means of the plant components,
• Transforming the virtual three-dimensional shape of the foundation anchor box to be produced into a flat shape of a virtual flat sheet metal from which the foundation anchor box is to be made, with co-transforming the types, positions and layers of the virtual counter fasteners,
• Manufacture of the counter-fastening means on a flat sheet on the basis of the types, positions and locations of the virtual counter-fastening means that are also transformed,
• Reshaping the flat metal sheet, which has the counter-fastening means, into the shape of the foundation anchor box according to the virtual three-dimensional shape of the virtual foundation anchor box.

The data on the types, positions and/or locations of the fasteners of the plant components and on the desired, i.e. planned shape of the at least one foundation anchor box can be provided from a CAD computer system which contains the planning data for the production plant. However, the data can also be taken in the classic way from construction plans of the production plant.

The modeling of virtual counter-fastening means corresponding to the fastening means of the system components on a virtual model of the foundation anchor box can also be carried out in a CAD computer system. The model does not necessarily have to contain a complete spatial description of the production plant or the foundation and/or the foundation anchor boxes. Rather, the number of individual data sets that are at least necessary to be able to determine the positions and locations of the counter-fastening means in the surface of the flat sheet metal from which the respective foundation anchor box is formed can be referred to as a model. In this respect, this also includes the data that is at least necessary for transforming the positions and locations of the counter-fastening means on the three-dimensional foundation anchor box into the positions and locations of the mating fasteners on the flat sheet.

Only after the counter-fastening means have been introduced into the flat sheet, for example by drilling and/or tapping, or attached, for example by attaching stud bolts and/or lugs to the surface of the flat sheet, does the flat sheet have the planned i.e. desired spatial shape brought, which should have the spatial foundation anchor box.

• Einjustieren des Fundamentverankerungskastens auf einer Sauberkeitsschicht eines Untergrunds oder einer Grundplatte, auf dem das Fundament zu errichten ist, vor dem Einbetten des die Gegenbefestigungsmittel aufweisenden Fundamentverankerungskastens in unausgehärteten, fließfähigen Baustoff einer herzustellenden Bodenplatte der Produktionsanlage.

In a further development of the method, the following step can be carried out:

• Adjusting the foundation anchoring box on a blinding layer of a subsoil or a base plate on which the foundation is to be erected, before embedding the foundation anchoring box, which has the counter-fastening means, in uncured, flowable building material of a floor slab to be manufactured for the production facility.

The adjustment of the foundation anchoring box can be the precise adjustment of the position and/or location of the foundation anchoring box with respect to the subsoil or the blinding layer, but in particular also with respect to a common reference point or a reference point. The adjustment can be, in particular, the leveling of a first foundation anchor box with respect to a second foundation anchor box, as well as the leveling of one or more foundation anchor boxes with respect to a horizontal plane. Pull-off edges formed on the foundation anchoring boxes can serve as a reference point for the adjustment, in particular for levelling. The stripping edges can be from upper edges, surface sections or strip sections of the foundation anchor boxes are formed. After the foundation anchoring boxes have been embedded in the uncured, flowable building material, the unhardened, flowable building material can be pulled off, ie smoothed, on the stripping edges of the foundation anchoring boxes.

• Verbinden eines ersten Fundamentverankerungskastens mit wenigstens einem zweiten Fundamentverankerungskasten, vor dem Einbetten der die Gegenbefestigungsmittel aufweisenden Fundamentverankerungskästen in unausgehärteten, fließfähigen Baustoff einer herzustellenden Bodenplatte der Produktionsanlage.

In the case of several foundation anchor boxes, a further development of the method can include the following step:

• Connecting a first foundation anchoring box to at least one second foundation anchoring box, before embedding the foundation anchoring boxes having the counter-fastening means in uncured, flowable building material of a floor slab to be manufactured for the production plant.

The connection of a first foundation anchor box to at least one second foundation anchor box can involve two foundation anchor boxes that are placed end to end in alignment with one another to form a common foundation anchor box that is longer, in particular a multiple of the length, than a single foundation anchor box. In this way, foundation anchor boxes of any length can be formed. Foundation anchoring boxes of different widths can also be placed end to end. For example, a larger width foundation anchor box may be interposed between two smaller width foundation anchor boxes to form an enlarged cavity section in a long channel of multiple foundation anchor boxes. In such an expanded cavity section, system components, such as drives, can be used which are significantly larger than the width of the other foundation anchoring boxes.

In general, foundation anchor boxes with standardized widths can be used to create the foundation of the production facility. The smallest possible number of different widths for the differently designed foundation anchor boxes can be provided. For example, a kit of different foundation anchoring boxes can include only two or three different width variants of foundation anchoring boxes.

The connection of a first foundation anchor box to at least one second foundation anchor box may involve two foundation anchor boxes being positioned at an angle to one another, in particular at a right angle to one another. An open end face of one foundation anchor box can abut against a closed side wall of the other foundation anchor box. However, the other foundation anchoring box can also have a recess in its side wall, which is adapted to the shape of the open end face of one foundation anchoring box, so that the cavity of one foundation anchoring box can merge into the cavity of the other foundation anchoring box. For example, electrical lines, hydraulic lines and/or pneumatic lines can be routed from one foundation anchoring box to the other foundation anchoring box without lines having to emerge from the cavities of the foundation anchoring boxes.

The object is accordingly also achieved by a foundation anchor box, having a sheet metal formed to the spatial shape of the foundation anchor box, which has at least one first counter-fastening means, which has a first connection means for at least one corresponding first fastening means of a first system component Production plant from a group of several, coordinated plant components of a production plant, and which has at least one second counter-fastening means, which forms a second connection means for at least one corresponding second fastening means of a second plant component of the production plant from the group of several, coordinated plant components of the production plant, wherein the relative position and location of the at least one first counter-fastening means on the plate of the foundation anchor box to the at least one second counter-fastening means on the plate of the foundation anchor box of a predetermined relative position and location of the first system component to the second system component in the operating arrangement of the plurality of system components that are coordinated with one another production plant corresponds.

• Herstellen von Gegenbefestigungsmitteln an einem ebenen Blech, wobei die Gegenbefestigungsmittel korrespondierende Anschlussmittel für Befestigungsmittel der mehreren, aufeinander abgestimmten Anlagenkomponenten bilden,
• Umformen des die Gegenbefestigungsmittel aufweisenden Bleches in eine räumliche Gestalt zur Bildung des Fundamentverankerungskastens.

The foundation anchor box is insofar a partial product or intermediate product which is produced by the method according to the invention and which is the essential component for the foundation according to the invention and thus for the device of the production plant according to the invention. The foundation anchor box is produced as part of a method for manufacturing foundation anchor boxes by the steps:

• Manufacture of counter-fastening means on a flat sheet, the counter-fastening means forming corresponding connection means for fastening means of the several system components that are coordinated with one another,
• Reshaping the sheet metal having the counter-fastening means into a three-dimensional shape to form the foundation anchor box.

The at least one foundation anchoring box according to the invention forms a reference body to which two or more plant components of the production plant are to be attached. The two or more system components are functionally connected within the scope of the respective production in the production system, i.e. at least one first system component must be positioned in relation to at least one second system component with the accuracy required for the operation of these system components. In this context, positioning means precise adjustment of the relative position and the relative location of the at least one first system component with respect to the at least one second system component. This precise setting of the relative position and the relative location of the at least one first system component with respect to the at least one second system component is ensured via the foundation anchor box.

The foundation anchor box can have at least one pull-off edge pointing upwards and delimiting a hollow space in the foundation anchor box.

The stripping edge can be formed by at least one upper edge, a surface portion or ledge portions of the foundation anchor box. After embedding the foundation anchor box in the uncured, flowable building material, the unhardened, flowable building material can be pulled off, i.e. smoothed, on the edge of the foundation anchoring box.

The foundation anchor box may have at least one connecting element projecting outwardly from an outer surface of the foundation anchor box, which is an anchor element for positively connecting the foundation anchor box with a hardening building material enclosing the foundation anchor box.

The connecting element or the several connecting elements can be formed, for example, by angle plates, pins or brackets, which are arranged on the outer surface of the foundation anchor box. The connecting elements can be screwed to the foundation anchor box, for example. For this purpose, for example, bores, in particular threaded bores, can already be made in the flat sheet metal from which the foundation anchor box is formed, to which the connecting elements are screwed after the sheet metal has been formed into the foundation anchor box. In the case of holes that are not threaded holes, the connecting elements can be screwed to the holes using screws and separate nuts. Instead of separate nuts, the counter-fastening means of the foundation anchor box can also be used to fasten the connecting elements, or even system components to be fastened directly to the foundation anchor box.

The foundation anchor box can have at least three spacers arranged at a distance from one another on the foundation anchor box, of which at least two each have a height adjustment device which is designed to change the length of the spacer around the foundation anchor box, which is set up on a substrate by means of the spacers, by changing the lengths of the spacers to be able to adjust its altitude relative to the ground.

The height adjustment device can be formed in that the spacers include, for example, threaded rods on each of which a nut is screwed on the foundation anchor box is supported. By turning the nut, the height of the nut on the threaded rod can be adjusted, which also adjusts the height of the foundation anchor box at this point to the height of the nut on which the foundation anchor box is seated. The spatial position of the foundation anchor box can be adjusted by means of at least three spacers, of which at least two are provided with such a height adjustment device.

The adjustment of the foundation anchoring box can be the precise adjustment of the position and/or position of the foundation anchoring box with respect to the subsoil or the blinding layer, but in particular also with respect to a common reference point or a reference point by means of the spacers. The adjustment by means of the spacers can in particular be the leveling of a first foundation anchor box with respect to a second foundation anchor box, as well as the leveling of one or more foundation anchor boxes with respect to a horizontal plane. Pull-off edges formed on the foundation anchoring boxes can serve as a reference point for the adjustment, in particular for levelling.

The foundation anchor box can have at least one holder which is arranged in a cavity of the foundation anchor box and is designed to fasten at least one line, in particular an electrical, hydraulic or pneumatic line, or a line duct for a line, in particular an electrical, hydraulic or pneumatic line, within the Cavity of foundation anchor box.

The holder or the multiple holders can be, for example, cable clamps on which the respective line is separately is performed, or can be clamps, in particular pipe clamps, which hold a cable duct or an empty pipe, in which cable duct or empty pipe one or more lines can be drawn. The foundation anchoring box can also have bores or other openings through which lines can be led out of a first cavity of a first foundation anchoring box and/or into a second cavity of a second foundation anchoring box.

The object is also achieved by a production system, in particular a pallet circulation system for the production of precast concrete components, with at least two foundation anchoring boxes, in particular with at least two foundation anchoring boxes according to one of the described embodiments, having at least one longitudinal conveyor device integrated in one foundation anchoring box, which has a plurality of rollers conveying in the longitudinal direction which are integrated into one foundation anchoring box in such a way that only a section of each roller protrudes upwards over an upper edge of one foundation anchoring box, and having at least one transverse conveying device integrated into the other foundation anchoring box with a carriage and an extendable lifting device arranged on the carriage, wherein the carriage is integrated into the other foundation anchor box in such a way that in a non-extended state the hub device of the carriage together with the lifting device is arranged completely hidden in a cavity of the foundation anchor box.

The longitudinal conveyor device is designed to move a platform within the production facility in a main conveying direction. The transverse conveyor is designed to move the platform within the production plant in a direction of movement running transversely to the main conveying direction. The transverse conveying device can be used, for example, to temporarily or permanently eject the platform from the main conveying direction. The platform is designed to carry and transport a workpiece to be manufactured or manufactured in the production facility. The platform is designed to transport the workpieces close to the ground. In the case of a production plant as a pallet circulation plant for the production of prefabricated concrete components, the platform can be a pallet. In particular, the pallet can have a formwork in which the precast concrete components are manufactured.

The production plant can generally have at least one safety-related sensor which is designed to monitor a movement of at least one platform or pallet moved by the longitudinal conveyor device and/or the transverse conveyor device for collisions with obstacles. The at least one safety-related sensor can be, for example, an initiator, a position sensor or a distance measuring system. The path measuring system or the position sensor can include, for example, an ultrasonic sensor or a laser scanner. The at least one safety-related sensor can be connected to a safety controller, which detects, monitors and evaluates the current movement, position and location of the platform or pallet and, if necessary, generates necessary control commands. For example, it can be provided that in the case of two or more moving platforms or pallets, the distance between two platforms or pallets is detected and the safety controller is set up to control the longitudinal conveyor device and/or the transverse conveyor device accordingly, so that the two platforms or Maintain a specified minimum distance between pallets. The minimum distance can be chosen so large, for example, that one between the two platforms or pallets cannot be crushed. With regard to an individual platform or pallet, it can also be provided that its movement, in particular its movement speed, is monitored and, when the platform or pallet approaches a person, the safety controller activates the longitudinal conveyor device and/or the transverse conveyor device accordingly, so that the platform or pallet at least slowed down or stopped before the platform or pallet can collide with the person. All other gaps or intermediate spaces on the production plant or on the foundation or the foundation anchoring boxes can be made so small that manual intervention or entry by a person is reliably prevented. As a result, the production plant can be operated with a significantly higher degree of safety than was previously possible. Accordingly, the obstacles can be other platforms or pallets, people or other objects in the production facility.

The rollers can be driven. Alternatively, the rollers can be non-driven, with several non-driven rollers following one another in the main conveying direction being supplemented by at least one friction wheel drive, which is designed to drive a platform, in particular a pallet, that is movably supported on several rollers, if the platform, in particular the pallet, is above the Drive friction wheel of the friction wheel drive runs away. In one embodiment variant, the rollers can be designed as flanged rollers. In another embodiment variant, the rollers can be designed as conical rollers or tapered rollers.

Accordingly, to form a two-track longitudinal conveyor device, the rollers can be divided into two running parallel to one another Be arranged foundation anchoring boxes and each have a pair of opposite rollers tapered or tapered running tracks.

The rollers arranged opposite each other in pairs are preferably arranged in such a way that they have a common axis of rotation or the respective axes of rotation of the two rollers are aligned, i.e. lie on a common straight line. The two conical or tapered running surfaces of the rollers achieve a self-centering of the platform, in particular the pallet, running over the rollers. In particular, wheel flanges that increase friction can be dispensed with here.

It is therefore necessary, for example with regard to several rollers, that a high degree of dimensional accuracy is maintained, for example with regard to the common alignment line on which several rollers in a row or a track must lie, with regard to the parallelism of the axes of rotation of several rollers and, if necessary, with regard to the common axis of rotation alignment a pair of rollers of two lanes. The friction wheel of the friction wheel drive must also be adjusted to the height of the rollers, for example with regard to its height, i.e. these should preferably be in the same plane in which the pallet moves, for example.

The longitudinal conveyor device can have at least one friction wheel drive, which is designed to drive a platform running on the rollers, in particular a pallet, with the friction wheel drive being integrated into the foundation anchoring box in such a way that only a section of the driven friction wheel of the friction wheel drive protrudes upwards over an upper edge of the foundation anchoring box .

The cavity of the foundation anchor box may generally be covered with one or more lids by closing one or more upwardly facing openings of the foundation anchor box with the lid or lids. For example, in the case of a cavity in which the friction wheel drive is arranged, a cover assigned to the friction wheel drive can have a cutout through which the section of the driven friction wheel of the friction wheel drive that protrudes above the upper edge of the foundation anchoring box protrudes upwards when the cover is in the area of the Friction wheel drive is placed on the foundation anchor box.

In the same way, in cases of cavities in which the rollers are arranged, a cover assigned to the rollers can have a cutout for one roller or several cutouts for several rollers, through which at least one cutout the respective partial section protruding above the upper edge of the foundation anchor box of the roller protrudes upwards when the cover is placed on the foundation anchor box in the area of the roller.

The at least one foundation anchoring box, which has the transverse conveying device with the carriage, can have running rails on which the carriage runs within a cavity of the foundation anchoring box.

In the case of a two-lane carriage, for example, the associated foundation anchoring box can have two running rails which, due to their pre-assembled design on the foundation anchoring box, can already be introduced or assembled during the manufacture of the foundation anchoring box, with the dimensional accuracy being produced or checked even at this early stage of manufacture or assembly .complied with can be, for example, with regard to the parallelism of the two running rails at a distance from each other for the two-lane trolley.

The at least one foundation anchor box may include a cavity in which a vibrator is disposed such that the vibrator contacts a pallet during operation to transmit vibration to the pallet and is stored in a cavity of the foundation anchor box when inoperative.

Such an embodiment variant is particularly relevant if the production plant is a pallet circulation plant for the production of precast concrete components and the pallet carries a formwork with building material that has not yet hardened, in particular concrete, which can be automatically compacted by the vibrator within the production line in the production plant.

Concrete exemplary embodiments of the invention are explained in more detail in the following description with reference to the attached figures. Specific features of these exemplary embodiments can represent general features of the invention, regardless of the specific context in which they are mentioned, if appropriate also considered individually or in further combinations.

Fig. 1

eine schematische Darstellung der grundlegenden Schritte des erfindungsgemäßen Verfahrens,

Fig. 2a

ein beispielhaftes erfindungsgemäßes Fundament einer Produktionsanlage mit erfindungsgemäßen Fundamentverankerungskästen, am Beispiel einer Paletten-Umlaufanlage zur Herstellung von Fertigbetonbauteilen,

Fig. 2b

mehrere verbundene Fundamentverankerungskästen auf einer Sauberkeitsschicht stehend vor einem Einbetten mit fließfähigem Baustoff,

Fig. 3

einen Ausschnitt im Bereich von sich kreuzenden Fundamentverankerungskästen, welche eine Längsfördereinrichtung und eine Querfördereinrichtung aufweisen,

Fig. 4

den Ausschnitt gemäß Fig. 3 mit auf Laufrollen aufgesetzten Deckeln,

Fig. 5

eine vergrößerte perspektivische Darstellung im Bereich einer konischen Laufrolle vor einem Reibradantrieb,

Fig. 6

den Ausschnitt gemäß Fig. 3 mit ausgeblendetem Fundamentverankerungskasten der Querfördereinrichtung, so dass der Fahrwagen sichtbar ist,

Fig. 7

eine vergrößerte perspektivische Darstellung im Bereich des Fahrwagens,

Fig. 8

mehrere verbundene Fundamentverankerungskästen auf einer vorgefertigten Grundplatte stehend vor einem Einbetten mit fließfähigem Baustoff,

Fig. 9

eine vergrößerte perspektivische Darstellung im Bereich einer Ausnehmung in der Grundplatte, in welche ein Fundamentverankerungskasten über Abstandshalter aufgestellt ist, vor einem Einbetten mit fließfähigem Baustoff,

Fig. 10

eine vergrößerte perspektivische Darstellung im Bereich eines Fundamentverankerungskastens, in dem Laufrollen angeordnet sind und eines anderen Fundamentverankerungskastens, in dem ein Reibradantrieb und ein Rüttler angeordnet sind,

Fig. 11

eine vergrößerte perspektivische Darstellung im Bereich eines Fundamentverankerungskastens, der den Rüttler aufweist,

Fig. 12

eine vergrößerte perspektivische Darstellung im Bereich des Fundamentverankerungskastens, der den Rüttler aufweist, bei ausgeblendetem Reibradantrieb, so dass die Gegenbefestigungsmittel für den Rüttler sichtbar sind,

Fig. 13

eine vergrößerte perspektivische Darstellung im Bereich von Verbindungselementen und Halter für Leitungen, und

Fig. 14

eine vergrößerte perspektivische Darstellung im Bereich einer Steuerkonsole für die Produktionsanlage, wobei ein Leitungskanal von einer Unterseite des Fundamentverankerungskastens herausgeführt sind.

Show it:

1

a schematic representation of the basic steps of the method according to the invention,

Figure 2a

an exemplary foundation according to the invention of a production plant with foundation anchoring boxes according to the invention, using the example of a pallet circulation system for the production of precast concrete components,

Figure 2b

several connected foundation anchor boxes standing on a blinding layer before embedding with flowable building material,

3

a section in the area of crossing foundation anchoring boxes, which have a longitudinal conveyor and a transverse conveyor,

4

according to the cut 3 with lids mounted on rollers,

figure 5

an enlarged perspective view in the area of a conical roller in front of a friction wheel drive,

6

according to the cut 3 with hidden foundation anchor box of the cross conveyor so that the trolley is visible,

7

an enlarged perspective view in the area of the trolley,

8

several connected foundation anchor boxes standing on a prefabricated base plate before embedding with flowable building material,

9

an enlarged perspective view in the area of a recess in the base plate, in which a foundation anchor box is set up via spacers, before embedding with flowable building material,

10

an enlarged perspective view in the area of a foundation anchor box in which rollers are arranged and another foundation anchor box in which a friction wheel drive and a vibrator are arranged,

11

an enlarged perspective view in the area of a foundation anchor box that has the vibrator,

12

an enlarged perspective view in the area of the foundation anchoring box, which has the vibrator, with the friction wheel drive hidden, so that the counter-fastening means for the vibrator are visible,

13

an enlarged perspective view in the area of connecting elements and holders for lines, and

14

an enlarged perspective view in the area of a control console for the production plant, with a duct from an underside of the Foundation anchor box are brought out.

In the 1 the method for producing a foundation 1 of a production plant 2 with at least one foundation anchoring box 3, which is designed to fasten a plurality of plant components 4 of the production plant 2 that are coordinated with one another, is shown.

In a first step S1, counter-fastening means 5 are produced on a flat sheet metal 3a, the counter-fastening means 5 forming corresponding connection means for fastening means of the plurality of system components 4 that are matched to one another.

In a second step S2, the metal sheet 3a having the counter-fastening means 5 is deformed into a three-dimensional shape to form the foundation anchor box 3.

In a third step S3, the foundation anchoring box 3, which has the counter-fastening means 5, is embedded in uncured, flowable building material 6 of a base plate 7 to be produced in the production plant 2.

Accordingly, the foundation anchor box 3 has a metal sheet 3a that is shaped to the spatial shape of the foundation anchor box 3, which has at least one first counter-fastening means 5, which has a first connection means for at least one corresponding first fastening means of a first system component 4 of a production system 2 from a group of several coordinated ones Plant components 4 of the production plant 2 forms, and which has at least one second counter-fastening means 5, which has a second connection means for at least one corresponding second fastening means of a second Plant component 4 of the production plant 2 from the group of several plant components 4 of the production plant 2 that are coordinated with one another, wherein the relative position and location of the at least one first counter-fastening means 5 on the sheet metal 3a of the foundation anchor box 3 to the at least one second counter-fastening means 5 on the sheet metal 3a of the foundation anchor box 3 corresponds to a predetermined relative position and location of the first system component 4 to the second system component 4 in the operating arrangement of the plurality of system components 4 of the production system 2 that are coordinated with one another.

After forming, the foundation anchoring box 3 has at least one stripping edge 22 pointing upwards and running around a cavity in the foundation anchoring box 3 .

An adjustment of the foundation anchoring box 3 on a blinding layer 8a of a subsoil or a base plate 8b ( 8 ) on which the foundation 1 is to be erected can be done using spacers 9, specifically before embedding the foundation anchoring box 3, which has the counter-fastening means 5, in uncured, flowable building material 6 of a base plate 7 to be produced in the production plant 2.

Before embedding the foundation anchoring box 3 having the counter-fastening means 5 in uncured, flowable building material 6 of a floor slab 7 to be produced in the production plant 2, a first foundation anchoring box 3 can also be connected to at least one second foundation anchoring box 3.

In the Figures 2a to 14 a production plant 2 is shown using the example of a pallet circulation plant for the production of prefabricated concrete components on a pallet 10, with several foundation anchoring boxes 3, which support the foundation 1 having. the Figure 2b shows the foundation anchor boxes 3 without the embedding building material 6 for simplified illustration.

The production plant 2 has, as for example in 3 shown in more detail, at least one longitudinal conveying device 11 integrated into the first foundation anchoring box 3.1, which has a plurality of rollers 12 conveying in the longitudinal direction, which are integrated into the one foundation anchoring box 3 in such a way that only a section of each roller 12 extends upwards over an upper edge of the one foundation anchoring box 3 stands out. In addition, the production plant 2 has at least one transverse conveyor device 14 integrated into the other foundation anchoring box 3, with a carriage 15 and an extendable lifting device 16 arranged on the carriage 15, with the carriage 15 being integrated into the other foundation anchoring box 3 in such a way that in one extended state of the lifting device 16 of the carriage 15 is arranged completely hidden together with the lifting device 16 in a cavity of the foundation anchoring box 3 .

In 3 also shows, for example, how the production plant 2 can have at least one safety-related first sensor 32.1, which is designed to monitor a movement of at least one platform or pallet 10 moved by the longitudinal conveyor device 11 for collisions with obstacles, and how the production plant 2 can have at least one can have a safety-related second sensor 32.2, which is designed to monitor a movement of at least one platform or pallet 10 moved by the transverse conveyor device 14 for collisions with obstacles.

As in particular in 4 is shown, the rollers 12 can be assigned covers 17, which have a cutout 18 for one roller 12 or several cut-outs 18 for several rollers 12, through which at least one cut-out 18 protrudes upwards from the respective part section of the roller 12 protruding above the upper edge of the foundation anchoring box 3 when the cover 17 is open in the area of the roller 12 is placed on the foundation anchor box 3.

In the case of the present exemplary embodiment, the rollers 12 are arranged in two parallel foundation anchoring boxes 3 to form a two-track longitudinal conveyor device 11 . As in particular in figure 5 can be seen, each have a pair of opposite rollers 12 tapered running tracks 12a.

Alternatively, the rollers 12 can also be configured as flanged rollers, each of which has a lateral flanged wheel 19 . This is particularly in 6 and 7 to recognize.

The longitudinal conveyor device 11 has at least one friction wheel drive 13, which is designed to drive the pallet 10 running on the rollers 12, the friction wheel drive 13 being integrated into the foundation anchoring box 3 in such a way that only a section of the driven friction wheel 13a of the friction wheel drive 13 extends beyond an upper edge of the foundation anchor box 3 protrudes upwards, as is particularly the case in figure 5 is shown. As shown, the cavity in which the friction wheel drive 13 is arranged can have a cover 17.1 assigned to the friction wheel drive 13, which includes a cutout 18.1 through which the partial section of the driven friction wheel 13a of the Friction wheel drive 13 protrudes upwards, when the cover 17.1 is placed on the foundation anchoring box 3 in the area of the friction wheel drive 13, as is shown in figure 5 you can see.

The at least one foundation anchoring box 3, which has the transverse conveyor device 14 with the carriage 15, can have running rails 20, on which the carriage 15 moves within a cavity of the foundation anchoring box 3, as is shown in particular in 7 , 9 and 13 is shown.

The at least one foundation anchor box 3 may also have a cavity in which a vibrator 21 is arranged such that the vibrator 21 contacts the pallet 10 during its operation to transmit vibration to the pallet 10 and in its rest state in a cavity of the foundation anchor box 3 is kept, as is particularly the case in 10 , 11 and 12 is shown.

The foundation anchor box 3 has a plurality of connecting elements 23 projecting outwards from an outer surface of the foundation anchor box 3 , which form anchor elements for the positive connection of the foundation anchor box 3 to the hardening building material 6 enclosing the foundation anchor box 3 . This is particularly in 9 and 13 shown. How out 13 As can be seen, the connecting elements 23 can be screwed to the foundation anchor box 3 by means of screws 24 . The screws 24 can be provided both to fasten the connecting elements 23 to the foundation anchor box 3 and at the same time to fasten the running rails 20 for the carriage 15 to the foundation anchor box 3 .

Specially the 13 also shows very clearly a representative spacer 9 of the at least three on the foundation anchor box 3 spacers 9 arranged spaced apart from one another, at least two of which each have a height adjustment device 25 which is designed to change the length of the spacer 9 in order to adjust the foundation anchoring box 3, which is set up on a substrate by means of the spacers 9, by changing the lengths of the spacers 9 in to be able to adjust its altitude relative to the ground. In the simplest case, as shown, the height adjustment device 25 can be formed by a threaded rod 9a onto which two nuts 9b are screwed. One nut can form a shoulder on which the foundation anchor box 3 rests and the other nut, which is screwed onto the threaded rod 9a from the inside of the foundation anchor box 3, can form a lock nut in order to connect the foundation anchor box 3 to the threaded rod 9a without play .

the 13 also shows several holders 26 arranged in a cavity of the foundation anchoring box 3, which are designed for fastening at least one line, in particular an electrical, hydraulic or pneumatic line, or a line duct for a line, in particular an electrical, hydraulic or pneumatic line, within the Cavity of the foundation anchoring box 3. As an alternative or in addition to holders 26, cable ducts or busbars 27 can also be formed in the foundation anchoring boxes 3, as is the case, for example, in 7 is shown, and/or cable ducts 28 can be formed in the foundation anchor boxes 3, as is the case, for example, in 3 and 4 is shown.

the 4 shows, for example, additional openings 29 in the foundation anchoring box 3. At such an opening 29, for example, as is shown in 14 is shown, a Empty tube 30 can be connected, which leads to a control panel 31 for the production plant, the empty tube 30 forming a line duct, in particular for electrical lines, which is led out from an underside of the foundation anchoring box 3 and brought to the control panel 31 from below.

Claims (15)

Method for producing a foundation (1) of a production plant (2) with at least one foundation anchoring box (3) which is designed to fasten several coordinated plant components (4) of the production plant (2), comprising the steps: - Production of counter-fastening means (5) on a flat sheet metal (3a), wherein the counter-fastening means (5) form corresponding connection means for fastening means of the several system components (4) that are coordinated with one another, - Reshaping the metal sheet (3a) having the counter-fastening means (5) into a three-dimensional shape to form the foundation anchor box (3), - Embedding the foundation anchoring box (3) having the counter-fastening means (5) in uncured, flowable building material (6) of a base plate (7) to be produced of the production plant (2). The method of claim 1, including the additional step: - Assembling the system components (4) on the counter-fastening means (5) of the foundation anchor box (3) by means of the fastening means of the system components (4), after the manufactured base plate (7) of the production system (2) has hardened, so that the system components (4) have their take coordinated positions and locations in the production plant (2). Method according to claim 1 or 2, comprising the steps of: - Provision of data, which includes information about the type of fasteners of the multiple, coordinated system components (4) and the positions and locations of the fasteners of the multiple, coordinated system components (4) to each other, in the arrangement of the system components (4), such as they are to be installed in the production plant (2), - Providing data on the planned spatial shape of the foundation anchor box (3) to be produced in the form of a virtual model of the foundation anchor box (3), - Modeling of virtual counter-fastening means (5) corresponding to the fastening means of the plant components (4) on the virtual model of the foundation anchor box (3) on the basis of the data provided on the fastening means of the plant components (4), - Transforming the virtual three-dimensional shape of the foundation anchor box (3) to be produced into a flat shape of a virtual flat metal sheet (3a) from which the foundation anchor box (3) is to be made, while also transforming the types, positions and locations of the virtual counter-fastening means (5), - Manufacturing the counter-fastening means (5) on a flat sheet metal (3a) on the basis of the types, positions and locations of the virtual counter-fastening means (5) that are also transformed, - Shaping of the flat sheet (3a) having the counter-fastening means (5) into the shape of the foundation anchor box (3) according to the virtual three-dimensional Shape of the virtual foundation anchor box (3) . Method according to one of claims 1 to 3, comprising the step: - Adjusting the foundation anchoring box (3) on a blinding layer (8a) of a substrate or a base plate (8b) on which the foundation (1) is to be erected, before embedding the foundation anchoring box (3) having the counter-fastening means (5) in uncured, Flowable building material (6) of a base plate (7) to be produced in the production plant (2). Method according to one of claims 1 to 4, comprising the step: - Connecting a first foundation anchoring box (3.1) to at least one second foundation anchoring box (3.2), before embedding the foundation anchoring boxes (3.1, 3.2) having the counter-fastening means (5) in uncured, flowable building material (6) of a base plate (7) to be produced of the production facility ( 2). Foundation anchor box, having a metal sheet (3a) shaped to give the three-dimensional shape of the foundation anchor box (3), which has at least one first counter-fastening means (5), which has a first connection means for at least one corresponding first fastening means of a first plant component (4) of a production plant (2). a group of several coordinated plant components (4) of a production plant (2), and which forms at least has a second counter-fastening means (5), which forms a second connection means for at least one corresponding second fastening means of a second system component (4) of the production system (2) from the group of several system components (4) of the production system (2) that are coordinated with one another, wherein the relative position and location of the at least one first counter-fastening means (5) on the sheet metal (3a) of the foundation anchor box (3) to the at least one second counter-fastening means (5) on the sheet metal (3a) of the foundation anchor box (3) a predetermined relative position and position of the first system component (4) corresponds to the second system component (4) in the operating arrangement of the plurality of system components (4) coordinated with one another of the production system (2). Foundation anchor box according to Claim 6, characterized by at least one peeling edge (22) pointing upwards and delimiting a hollow space in the foundation anchor box (3). Foundation anchor box according to Claim 6 or 7, characterized by at least one connecting element (23) which projects outwards from an outer surface of the foundation anchor box (3) and which is an anchor element for positively connecting the foundation anchor box (3) to a hardening building material (6 ) forms. Foundation anchor box according to one of Claims 6 to 8, characterized by at least three spacers (9) arranged at a distance from one another on the foundation anchor box (3), of which at least two each have a height adjustment device (25), which is designed to change the length of the spacer (9) around the foundation anchoring box (3), which is set up on a substructure by means of the spacers (9), by changing the length of the spacers (9) in its To be able to adjust the position relative to the ground. Foundation anchoring box according to one of Claims 6 to 9, characterized by at least one holder (26) or cable duct arranged in a cavity of the foundation anchoring box (3), which is designed for fastening at least one line, in particular an electrical, hydraulic or pneumatic line, or a line duct for a line, in particular an electrical, hydraulic or pneumatic line, within the cavity of the foundation anchor box (3). Production plant, in particular pallet circulation plant for the production of precast concrete components, with at least two foundation anchoring boxes (3), in particular with at least two foundation anchoring boxes (3) according to one of Claims 6 to 10, having at least one longitudinal conveyor device (11) integrated in one foundation anchoring box (3) which has a plurality of rollers (12) conveying in the longitudinal direction, which are integrated into the one foundation anchor box (3) in such a way that only a partial section of each roller (12) protrudes upwards over an upper edge of the one foundation anchor box (3), and having at least one a transverse conveying device (14) integrated into the other foundation anchoring box (3) with a carriage (15) and an extendable lifting device (16) arranged on the carriage (15), the carriage (15) is integrated into the other foundation anchoring box (3) in such a way that when the lifting device (16) is not extended, the carriage together with the lifting device (16) is completely hidden in a cavity of the foundation anchoring box (3). Production plant according to Claim 11, characterized by at least one safety-related sensor (32.1, 32.2) which is designed to monitor a movement of at least one platform or pallet moved by the longitudinal conveyor device (11) and/or the transverse conveyor device (14) for collisions with obstacles. Production plant according to Claim 11 or 12, characterized in that the rollers (12) are arranged in two mutually parallel foundation anchoring boxes (3) to form a two-track longitudinal conveyor (11) and in each case a pair of opposite rollers (12) have raceways ( 12a), and the longitudinal conveyor device (11) has in particular at least one friction wheel drive (13) which is designed to drive a pallet (10) running on the rollers (12), the friction wheel drive (13) being integrated into the foundation anchoring box (3) in such a way is integrated in that only a section of the driven friction wheel (13a) of the friction wheel drive (13) protrudes upwards over an upper edge of the foundation anchoring box (3). Production plant according to one of Claims 11 to 13, characterized in that the at least one foundation anchoring box (3), which has the transverse conveyor device (14) with the carriage (15), has running rails (20) on which the carriage (15) runs inside a cavity of the foundation anchor box (3). Production plant according to one of Claims 11 to 14, characterized in that the at least one foundation anchoring box (3) has a cavity in which a vibrator (21) is arranged in such a way that the vibrator (21) contacts the pallet (10) during its operation to transmit vibration to the pallet (10) and is stored in its rest state in a cavity of the foundation anchor box (3).

Images