Device for unloading a hydraulically hardened construction material, as well as its use

Abstract

A device (100) for dispensing a hydraulically hardening construction material (2), such as concrete, mortar, binder, etc., into which at least one additional medium (3), for example, steel, is introduced. The device comprises a nozzle (1) for supplying the liquid, paste, or plastic construction material (2), and at least one tube (11) inserted into the nozzle (1) to supply the additional medium (3). According to the invention, the position of the opening of at least one tube (11) within the cross-section of the nozzle (1) is adjustable. This allows, for example, the introduction of reinforcing materials in the form of cables into areas of the construction material (2) or component subjected to greater mechanical stress. The use of the device in 3D printing is also presented.

Description

Technical field

[0001] The present invention relates to a device for dispensing a hydraulically hardening building material, such as concrete, mortar, binder and the like, wherein at least one further medium, for example steel, is introduced into the building material, with a nozzle for supplying the liquid, pasty or plastic building material, wherein at least one pipe for supplying the at least one further medium projects into the nozzle and the position of the at least one further medium within the cross-section of the nozzle is adjustable. State of the art

[0002] It is known that hardened cement-bound building materials (concrete, mortar, etc.) are brittle and, despite their excellent compressive strength, can only withstand relatively low tensile forces (the tensile strength is typically only about 1 / 10 of the compressive strength). In practice, building components are subjected to a wide variety of static and dynamic forces. Furthermore, external influences and exposures such as temperature, temperature fluctuations, temperature gradients, humidity (swelling, shrinkage), rain, snow, restricted shrinkage, etc., and the material properties of the building material (shrinkage, density, thermal expansion, etc.) create various stress states within the component. These stresses can lead to cracking if the tensile strength of the building materials is exceeded. Therefore, such building materials are generally reinforced with very tensile-strength reinforcing materials that also ensure good bonding (adhesion).The reinforcement materials must have a mechanical connection and be compatible with the building material (steel, carbon, polymer fiber (e.g., polyester or aramid), glass fiber (e.g., from AR glass), basalt, biogenic fibers, etc.). The building materials interact with the reinforcement materials primarily through their binder components. These reinforcement materials can withstand very high tensile forces under load and protect the component from damage (such as cracks). They also prevent cracks from leading to component failure, allowing the energy to be dissipated in numerous small cracks (hairline cracks) and thus preserving the component's functionality.

[0003] Until now, there have been no satisfactory reinforcement solutions for 3D-printed components made of concrete or mortar that allow for targeted, simple, cost-effective, and automated strengthening. Therefore, solutions such as 3D printing hollow channels within the printed element have been used to facilitate the subsequent insertion of reinforcing materials into the component. These channels are then filled with conventional reinforcement and cast with concrete or mortar to create a strong bond with the 3D object. Other possibilities include adding reinforcing fibers to the 3D-printed concrete or mortar, or subsequently applying fiber-reinforced layers to 3D-printed components (see EP 3431172 A of the applicant).

[0004] The reinforcement can also be manually inserted into the print layer (= PCL or printed concrete layer) during 3D printing if the printing process is interrupted, or it can be implemented as a connection between overlapping PCLs using a connector (e.g. made of metal).

[0005] There are already partial solutions for rope-like reinforcements, which are also described in patent literature:

[0006] CN 108952004 A describes a device for 3D printing concrete reinforced with steel cables. However, it is not possible to individually control how many steel cables are used or where the steel cables are located within the printed concrete cross-section. WO 2021 / 076898 A also describes the insertion of multiple reinforcing cables or similar devices to strengthen cement or concrete.

[0007] However, these solutions have shortcomings. Only the same materials are used for reinforcement. Furthermore, it is disadvantageous that the position of the inserted materials in the cross-section cannot be controlled, resulting in areas being reinforced that do not require it. For example, it is not practical to place reinforcement in or near the neutral axis (usually the mid-surface) of a component subjected to bending, as tensile or compressive forces are minimal there, or reinforcement would be statically ineffective. Moreover, the controlled, automated interruption and resumption of the reinforcement process are not satisfactorily resolved.

[0008] WO 2021 / 195375 A1 discloses a three-dimensional printing device for concrete in which reinforcement is inserted into the concrete during printing, wherein the reinforcement is inserted through a rotatable tube so that the reinforcement can be positioned along a circle. It also discloses a device according to the preamble of claim 1.

[0009] EP 1217142 A2 shows a method of producing concrete in which the positioning of the reinforcement along an axis is made possible when producing a molded part.

[0010] CH 362960 A shows a positioning of the reinforcement by rotating a pipe. JP H05 138636 A only allows uniaxial guidance of reinforcement in a nozzle.

[0011] WO 2021 / 040578 A1 reveals a rotation of a nozzle, but no positioning within the nozzle.

[0012] KR 20200142925 A discloses an interruption device for a reinforcement or strengthening material.

[0013] A device according to the invention for dispensing a hydraulically hardening building material corresponds to the features mentioned in claim 1.

[0014] The introduction of various materials and their positioning within the printed cross-section is solved according to the invention by allowing the position of at least one additional medium to be changed by rotating the nozzle, and either by positioning the at least one tube along an axis or by adjusting the position of the additional medium within the nozzle cross-section by controlling the supply of the building material via a flap. This makes it possible to precisely position the additional medium, for example, steel, carbon, polymer fibers, glass fibers, basalt, biogenic fibers, etc., in order to reinforce the 3D-printed building material only at the desired locations. Other media can also be added, such as pipes or hoses required in the construction, like water pipes or conduits or channels in which electrical or other media lines can be laid and guided.Additives that modify the material properties of the building material or binder can also be used, such as setting accelerators, setting retarders, or other functional additives or materials. Positioning (e.g., sliding) the tube allows for placement along an axis. If the axis passes through the center of the nozzle, the eccentricity of the second medium can be adjusted as desired. Using a flap in the upper part of the nozzle allows more building material to be fed into the nozzle on one side, thus pushing or displacing the additional medium to that side. Combined with a rotatable nozzle, not only horizontal displacement but also vertical placement of the second medium can be achieved.

[0015] An advantageous design incorporates two or more tubes, all of which are positionable. This positionability allows, for example, the insertion of two different reinforcement materials, each placed in the desired area. Thus, it is possible, for instance, to place reinforcement on both sides of a printed wall and then, in the event of a transition to an area with tensile stresses on only one side, to insert the reinforcement on that side only.

[0016] The problem of interrupting and resuming the introduction of the additional medium or reinforcement is advantageously solved by providing at least one interruption device to stop the supply of the additional medium. For example, by providing three cutting devices as interruption devices for three steel cables, the total amount of reinforcing steel cables in the component can be reduced compared to continuous single reinforcement by targeted reinforcement using multiple reinforcements, which are only introduced at points with high mechanical forces. In this way, for example, the reinforcement can be reduced in areas where tensile forces are minimal, using only one or two steel cables, or reinforcement can even be omitted entirely.

[0017] In this case, it is advantageous to also provide a feed device to resume the supply of at least one additional medium. By combining the interruption device with the feed device, the supply of reinforcements, pipes, hoses, additives, and admixtures, etc., can be interrupted and resumed precisely as needed.

[0018] According to the invention, the described embodiments of the device are used for 3D printing. This enables the printing of components, parts of houses (e.g., walls), or even entire houses.

[0019] It is particularly advantageous to introduce at least two different media. This makes it possible, for example, to selectively equip one side of the component with stronger reinforcement than the other. This is naturally especially beneficial when one side experiences higher tensile loads than the other.

[0020] Preferably, the additional medium, or at least one of the additional media, is a reinforcing material. This at least one reinforcing material makes it possible to print components subject to tensile stress in such a way that they are specifically reinforced in the area of ​​tensile stress. The reinforcing material can, for example, be in the form of a cable, which allows for small bending radii.

[0021] An advantage arises when at least two cable-shaped reinforcement materials with different bending radii are used. If a contour has a tighter radius than at least one of the reinforcement materials' bending radii, only the reinforcement materials with a sufficiently small bending radius are used. The availability of multiple reinforcement materials makes it possible to use thicker cables for reinforcement to withstand high tensile forces, as well as to reinforce small printed radii with adapted materials where the thicker cables cannot be used due to their high bending stiffness.

[0022] Furthermore, it is preferred that the position and quantity of the reinforcement material are controlled based on the required tensile or flexural strength. This allows the tensile loads acting on the component to be determined either manually or through finite element calculations, and the degree of reinforcement to be determined accordingly.

[0023] To improve the properties of the reinforcement materials, they can be surface-treated to enhance their surface characteristics. For example, the reinforcement materials can be roughened, coated, or impregnated to achieve better insertion / adhesion into the 3D-printed building material. Additionally, specially braided, frayed ropes, rope bundles or rovings, or thread-wrapped and thus stabilized rope bundles can be used. Brief description of the drawing figures

[0024] The present invention is explained in more detail with reference to the accompanying drawings. They show: Fig. 1 a schematic representation of a device for dispensing a hydraulically hardening building material, wherein a further medium is introduced; Fig. 2a-2c Each shows a longitudinal section through a nozzle with a movable tube, with the different positions of the tube in the nozzle shown below; Fig. 3 shows a printed layer (PCL) with the corresponding position of the other medium, with the nozzle indicated at various positions; and Fig. 4a-4c show the control of the position of the additional medium by rotating the nozzle and an alternative positioning of the additional medium, whereby Fig. 4a a perspective view is Fig. 4b a section along line AA of Fig. 4a is and Fig. 4c a section along line BB of Fig. 4a is. Description of the execution types

[0025] The in Fig. 1 The device 100 shown has a nozzle 1 for dispensing a hydraulically hardening building material 2, into which a further medium 3 is introduced. In this case, the further medium 3 is a rope-shaped reinforcing material or a pipe / hose / channel. The further medium 3 is guided to the nozzle 1 through a casing 12 and conveyed by a drive wheel 6 and a pressure wheel 7. The pressure wheel 7 can be pressed against the drive wheel 6 by a compression spring 9 via a pressure lever 8. The drive wheel 6 controls the dispensing speed or feed speed, which is adapted to the movement speed of the nozzle 1. The further medium 3 can be centered by a centering device 10. The drive wheel 6 and the pressure wheel 7 push the further medium 3 through pressure-resistant casings 12 to the nozzle 1. The nozzle 1 is designed such that a pipe 11 (see Fig. 2a-2c) is introduced through the side wall and is thus positioned in the cross-section through which the building material 2 flows. The building material 2 flows around this pipe 11. The additional medium 3 can thus be introduced into the building material 2, is enclosed by it, transported out of the nozzle tip, and continuously and precisely deposited in the pressure track (PCL). If a continuous introduction of the additional medium 3 is not desired, the supply of the additional medium 3 must be interrupted. An interruption device 4 (see Fig. 1 ) in the form of a cutting device enables the cutting off or interruption of the supply of the further medium 3.

[0026] Fig. 2a-c Figure 1 shows an embodiment of the positioning of the tube 11 through which the additional medium 3 is conveyed. Here, the advance of the tube 11 causes the eccentricity. By pushing the tube 11 further into the nozzle 1, the position of the additional medium 3 can be moved to the left edge ( Fig. 2a) can be controlled. Pulling out the tube 11 accordingly positions it at the right edge ( Fig. 2c ).

[0027] Fig. 3 Figure 1 shows the position of the additional medium 3, which was introduced into the building material 2 after a layer (PCL) was applied. The dashed line indicates a possible positioning of the additional medium 3 within the pressure layer. In this case, the additional medium 3 is a cable-shaped reinforcement material 13. However, it can also include additives or admixtures for the building material 2 or the binder, or even hoses / pipes / ducts that are laid in walls or similar structures. By using cable-shaped reinforcement material 13, which is inserted outside the neutral axis 15, the mechanical resistance to applied forces can be significantly increased.

[0028] Fig. 4a-4cThe figure shows the positioning option by rotating the nozzle 1 when the introduction of the additional medium 3 into the nozzle 1 is eccentric. Thus, the position of the additional medium 3 can be changed even without moving the tube 11. Provided the tube 11 is positioned as shown in Fig. 2a-2c Since the nozzle 1 can be moved along an axis, rotating it allows the medium 3 to be positioned at any desired location within the printed cross-section. Fig. 4b and Fig. 4cAnother possible way of positioning the additional medium 3 is shown. Here, the flow rate of building material 2 is controlled by a flap 14. The flap 14 causes more building material 2 to flow past on one side than on the other. Due to the larger flow rate of building material 2 on one side, the additional medium 3 is pushed or displaced to the side with the lower flow rate of building material 2, thus controlling the position of the additional medium 3. Accordingly, two or more media 3 can also be pushed to one side.

Claims

1. Device (100) for dispensing a hydraulically hardening building material (2), such as concrete, mortar, binder or the like, wherein at least one further medium (3), for example steel, is introduced into the building material (2), comprising a nozzle (1) for supplying the liquid, pasty or plastic building material (2), wherein at least one tube (11) for supplying the at least one further medium (3) extends into the nozzle (1), and the position of the at least one further medium (3) is adjustable within the cross-section of the nozzle (1), characterized in that the position of the at least one further medium (3) is changeable by rotation of the nozzle (1), and either the at least one tube (11) is positionable along an axis or the position of the further medium (3) within the cross-section of the nozzle (1) is adjustable by controlling the supply of the building material (2) via a flap (14).

2. Device according to claim 1 with positionable tube, characterized in that two or more tubes are provided, all of which are positionable.

3. Device according to one of claims 1 to 2, characterized in that at least one interruption device (4) is provided in order to interrupt the supply of the at least one further medium (3).

4. Device according to claim 3, characterized in that a feeding device (5) is provided.

5. Use of the device according to one of claims 1 to 4 for 3D printing.

6. Use according to claim 5, characterized in that at least two different media (3) are introduced.

7. Use according to claim 5 or 6, characterized in that the further medium (3), or at least one of the further media (3), is a reinforcement material (13).

8. Use according to claim 7, characterized in that at least two ropeshaped reinforcement materials (13) having different bending radii are used, and that, when a contour requiring a tighter radius than at least one bending radius of the reinforcement materials (13) is to be produced, only the reinforcement materials (13) having a sufficiently small bending radius are introduced.

9. Use according to claim 7 or 8, characterized in that the position and quantity of the reinforcement material (13) are controlled according to the required tensile strength and / or flexural tensile strength.

10. Use according to one of claims 7 to 9, characterized in that the reinforcement material (13) is surface-treated to improve surface properties.

Images