• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The invention relates to a device using a space positioning cable, an extrusion head for continuously depositing a pasty material in thin layers, for example a mortar comprising either a hydraulic binder or thermo compounds. plastics, heat-curable or crosslinkable. The invention is intended for the manufacture of industrial elements of very large dimensions and more particularly buildings.
    公开号:FR3029811A1
    申请号:FR1402869
    申请日:2014-12-16
    公开日:2016-06-17
    发明作者:Xavier Rocher
    申请人:Xavier Rocher；
    IPC主号:
    专利说明:

    [0001] The present invention relates to a device and a method for manufacturing three-dimensional structures from pasty or plastic products spread in thin layers, preferably in superimposed flat layers. DESCRIPTION OF THE PREFERRED EMBODIMENTS This type of device is more particularly known by the generic name of "3D printer".
    [0002] The present invention is more particularly intended for the manufacture of three-dimensional structures of very large dimensions, and in particular in the field of the construction of buildings in hard, that is to say in mortars comprising a hydraulic binder, such as lime or water. cement, lightened or not, preferably insulating and resistant mortars, preferably fiber-reinforced. The term "structure" in the field of 3D printers is understood to mean prototypes or small series of parts such as pump elements, statuettes, flasks, or any other parts that were in the past molded or manufactured entirely by hand and which through these machines are designed by computers in the form of digital 3D models and performed fully automatically, layer by layer by said 3D printer. In the field of construction, it will involve the construction of buildings, for example pavilions, buildings, warehouses or any other type of construction requiring solid structures and quick to build. Construction techniques have evolved considerably in recent decades, and simplification and automation have always been sought in order to increase the quality of finished products while reducing costs and manufacturing times. The principle of 3D printers is known which consists in designing an object in a volume manner and then producing it layer by layer. To do this, the 3D numerical model is cut into parallel slices of constant thickness and the machine successively deposits, layer by layer, the pasty or liquid material on each of the planes, and this in a quasi-continuous manner. According to the techniques, the material is deposited on the preceding layer either in the form of droplets, or in the form of melted plastic wire and distributed by an injection head, or again by melting by a laser beam of a thin layer 10 of heat-fusible powder previously deposited, or by polymerization of a liquid film by a laser beam. In general, a good quality of the finished article is sought, which leads to the production of thin layers which, in certain cases, may be of the order of one hundredth of a millimeter, which requires a considerable production time in order to produce parts. a few cubic decimetres. This technique has been used recently to try to manufacture in the same manner, layer by layer, building elements, small buildings using robotic devices either gantry type or SCARA robots, or robot robots. type 20 hexapods, known to those skilled in the art. All these devices are operated automatically from a numerically controlled controller, known to those skilled in the art in the field of robotics and therefore require little manpower in the production of the structure.
    [0003] These techniques are well adapted for the prefabrication of elements in the workshop or the realization of small works but, as the dimensions increase, ie beyond 5m, even 10m, the devices become very important, because they must to be very precise and therefore very rigid.
    [0004] Applicant patent FR2739887 is known which describes a device which makes it possible to position in two dimensions by means of 3029811 3 cables a tool on an immense wall, and more particularly on a front of a structure, flat or slightly curved. Devices used for more than a decade to move on a stadium, above the players or competitors, a camera so as to monitor the performance of athletes. The device consists of four pylons located generally at the corners of the stadium, at the top of which are installed fast winches controlled in a known manner in numerical control, said winches being connected to the camera by thin cables, usually Kevlar, the Adjusting the length of each of the cables allows the camera to be correctly positioned in a plane to obtain the desired images. By driving the set of winches in real time, we can make him cover a surface covering almost the entire stadium at sometimes impressive speeds.
    [0005] The positioning of the camera thus produced lacks a lot of precision, because the cables are extremely tight so that the camera can remain at the top of the athletes. The altitude of said camera is generally not very well controlled and several incidents, more particularly collisions with the athletes, have been reported in the media. In this application, the accuracy does not really matter, because the goal is to approximately position the camera to obtain the desired striking images. The present invention aims to obtain an extremely precise positioning in the three dimensions XYZ and more particularly in the vertical direction Z, the most difficult to control as long as the dimensions of the structure are large, even immense. The present invention makes it possible to dispense with conventional scaffolding type installations or gantry type heavy structures, it being understood that such devices must be extremely rigid to ensure accurate positioning.
    [0006] An object of the present invention is to provide an industrial device manufacturing large structures automated size. The present invention is a device for depositing pasty material for the manufacture of layer-by-layer of three-dimensional structure of large dimension comprising: at least three first supports (P1, P2, P3) at a distance from the ground, non-aligned, respectively supporting first three cable tensioning devices (M1, M2, M3), - at least one second support (5b) kept at a distance from the ground 10 (10), preferably above the first three supports, preferably able to be moved at least above the area between said first three supports, - a feed line of material (2b), preferably of pasty material, kept in suspension above the ground (10), able to be displaced at least above the area between said first three supports, - a depositing head, preferably an extrusion head (2a) at the end of said suspended supply line (2b), preferably by a suspension cable (4a), to a second tensioning device (4), preferably secured to a first carriage (3) movable relative to said second support (5b), - three cables referred to as positioning cables (7, 7-1, 7 -2,7-3) of respective lengths (L, L1, L2, L3) connected to said depositing head at one end and respectively to the first three tensioning devices (M1, M2, M3) at their other end, the three said positioning cables being capable of being tensioned with an adjustable length differentiated by differential actuation of the first three tensioning devices (M1, M2, M3) and of said second tensioning device (4), and able to define by their lengths adjustable, an inverted pyramid with a triangular upper base, the lower tip of said inverted pyramid defining a deposition point in the space located substantially at the depositing head at the lower end of the pipe. ite supply (2b), preferably maintained substantially vertical, said deposit point being able to be moved in the three dimensions XYZ in the space between the three pylons, by actuation differentiated at least one said first three tensioning devices (M1, M2, M3), and preferably the displacement of said first carriage.
    [0007] According to the invention, at least one of the first supports is a pylon (P), preferably substantially vertical, preferably anchored in said ground, supporting a first winch (M). It will be understood that the first supports supporting the first winches are not necessarily at the same level with each other, that they can be located in height integral with an existing building, or consist of pylons. According to the invention, said beam (5b) constitutes the boom of a tower crane (5) anchored in the ground (10), said boom supporting said first carriage and being rotatable relative to the tower.
    [0008] In a variant of the invention, the beam (20b-5b) constitutes the substantially horizontal beam of a gantry (20) movable along the horizontal axis YY, preferably perpendicular to the axis XX of the beam. In a preferred variant of the invention, the actuation of the first three tensioning devices and, preferably, the actuation of said second tensioning device, and more preferably the displacement of said first carriage, are controlled in numerical control from a control station. control (8) for moving said dispensing point. According to the invention, the verticality of the suspension cable (4a) is ensured by adjustment of the displacements of the first carriage (3) along said beam and / or displacement of said beam in a horizontal plane in translation and / or rotation, preferably digitally controlled from a control station (8). In a variant of the invention, the verticality of the suspension cable (4a) is ensured by adjusting the position in the horizontal plane XY of the first carriage (3), on the basis of information coming from two inclinometers (11). integral with said suspension cable (4a) or the pipe (2a), said inclinometers being located in two vertical reference planes, preferably perpendicular to each other.
    [0009] Thus, the verticality of the suspension cable (4a) is ensured by adjusting the position of the carriage corresponding substantially to the same pair of Cartesian coordinate values xy or polar coordinate values of (p) and the angle (( p) corresponding to the pair of values xy.In another variant of the invention, the supply line (2b) is suspended from said first suspension cable (4a) via a device-type guide support in the gooseneck, and the dispensing head comprises a nozzle supported by a guide support (6) connected to said positioning cables (7) according to the invention, the first winch (4) is tension controlled and supports 40 to 95%, preferably 70 to 85% of the cumulative weight of the portion of the feed line (2b) in substantially vertical suspension filled with pasty product, the guide support (6) and the nozzle (2a), and if necessary, the gooseneck (4b), the suspension cable (4a), and a e driving portion (2b) in a garland configuration. It will be understood that the first winch can only support the supply line 2b, the guide support 6 and the nozzle 2a, the gooseneck and the suspension cable not existing in certain variants.
    [0010] According to a preferred variant of the invention, at least four pylons (P) are installed respectively equipped with a plurality of first four winches (M), which are respectively connected to a said depositing head (2a) by a plurality of cables, three of said plurality of cables sequentially acting as tensioned positioning cables, the other cables acting as non-tensioned secondary cables. The invention consists of a method for manufacturing three-dimensional structures from pasty products deposited with the aid of a device according to the invention, characterized in that a said structure is produced by depositing a so-called pasty material in layers. successive thin layers, preferably in superposed horizontal layers by moving said depositing head, preferably by extrusion, the three said positioning cables being tensioned with lengths (L1, L2, L3) adjusted by differential actuation of the three first devices; tensioning device (M1, M2, M3) so as to define an inverted pyramid with a triangular upper base, preferably substantially horizontal, the lower end of said inverted pyramid defining a point in the space located substantially at the level of the depositing head. at the lower end of the material feed pipe, said deposit point moving in all three directions. XYZ dimensions in the space between the three pylons, by differential operation of at least one of the first three tensioning devices (M1, M2, M3) and preferably movement of said first carriage.
    [0011] The invention is more particularly intended for the manufacture of structures of smaller dimension in a horizontal plane of at least 5 m, preferably at least 10 m for the construction of buildings in hard. According to the invention, said pasty material is a mixture of inert products such as clay, sand, straw, reinforcing fibers, plastic or steel, and preferably comprising a hydraulic binder, such as a cement to form a resistant mortar, lightened or not, and preferably insulating. In a variant of the invention, said pasty material comprises a thermo-fusible or thermosetting material, mono or multicomponent. Other features and advantages of the present invention will become apparent in the light of the following detailed description of the embodiments, with reference to FIGS. 1 to 6: FIG. 1 is a side view of a building under construction with the aid of a device according to the invention comprising a tower crane, three winches installed respectively at the top of three pylons and respectively three cables connecting a mortar injection head 30 supported by the mobile carriage of the crane boom a flexible pipe carrying the mortar, - Figure 2A is a side view of the device according to the invention being prepared, illustrating means for stabilizing pylons, 3029811 8 shrouds and tie rods connecting the top of said towers, in which a motorized winch secured to the movable carriage, supports the injection head and the flexible pipe leading the mortar, - Figure 2B is a variant of Figure 2A wherein said movable carriage supports a single set of pulleys, the cable rotated around said pulleys being connected to a counterweight; - Fig. 3 is a top plan view in relation to Fig. 1 illustrating the construction of the walls and internal partitions of a building, three cables being active 7-1, 7-2 and 7-3, that is to say being positioning cables, the cables 7-4, 7-5 and 7-6 being secondary cables, therefore inactive in positioning at the instant considered, - Figure 4 is a side view of a device according to the invention in which the actuators move along the pylons so that the positioning cables remain substantially in a horizontal plane; - Figure 5 is a side view of a device according to the invention in which the tower crane is replaced by a gantry moving on rails, - Figure 6 is a side view. of a device according to the invention 20 in the leq the winches are installed on existing buildings, the supply line being suspended at a fixed point.
    [0012] In Figure 1 there is shown in side view a building 1 being built using a device according to the invention. The device according to the invention comprises: a tower crane 5 comprising a shaft 5a, an arrow 5b, a first movable carriage 3 on the underside of said boom 5b able to move in translation in the axial direction of said boom, substantially horizontal, and three pylons P1-P2-P3, positioned in a triangle near the tower so that the rotation of the boom 5b allows the mobile carriage 3 to overhang at least the surface defined by said towers, and a nozzle 2a suspended from the first carriage 3 by means of a cable 4a connected to a winch 4 integral with said first carriage 3, and 5 - a mortar supply pipe 2b equipped at its lower end with a mortar depositing nozzle 2a 2, said pipe being connected to a gooseneck support 4b locally ensuring the support of the feed pipe 2b of the mortar in a substantially vertical position, the rest of the pipe is daisy-chained to a pl urality of second carriages 2d movable in translation on the underside along said boom 5b towards the tower 5a of the tower crane, then preferably falls inside said pylon and spring at the foot of the tower where it is connected to said mortar pump 2c.
    [0013] The nozzle 2a is integral with a guide 6 connected to three cables 7-1, 7-2 and 7-3, the latter being connected at the other end respectively to three winches M1, M2 and M3 located, preferably at same height, respectively at the top of three pylons P1, P2 and P3 anchored in the ground respectively at P1a, P2a and P3a. The actuation of each of the 20 winches M1-M2-M3 is controlled digitally from a control station 8 shown in FIG. 2A, the electric power supply of the winches, not shown, respectively running along each of the towers. the instructions for actuating the winches and the movement of the nozzle 2a are transmitted either by shielded cable or optical fiber, or preferably by radio as shown in FIG. 2A at the antennas M1a, M2a & M3a for respectively driving the winches Ml, M2 and M3, the positioning commands being emitted by the antenna 8a of the control controller 8. Thus, from the controller 8 is adjusted the length L of each of the cables 7-1, 7-2 and 7-3 , namely L1-L2-L3, between the support guide 6 and respectively each of the winches M1-M2-M3. Thus, the point of concurrence of said three cables is located substantially at the longitudinal axis of the support guide 6, and unequivocally defines a precise point in the xyz coordinate space, said competition point of the three cables being located below the plan of 3029811 10 three winches. Thus, one can move the guide 6, so the extrusion head or nozzle 2a in all directions ie the three directions X, Y and Z by adjusting the respective length L1-L2-L3 of each of the three cables 7-1, 7-2 and 7-3 from the checkpoint 8.
    [0014] In FIG. 3, a plan view is shown in plan view of the building under construction. The extrusion head, not visible because located under the boom 5b of the crane 5 and under the first carriage 3, is uniquely positioned in the space, by all three cables 7-1, 7-2 and 7-3. In this configuration, the extrusion head or nozzle 2a can only be moved within the triangle formed by the three pylons P1-P2-P3. This is why we add a plurality of pylons, winches and additional cables, namely three P4P5-P6 pylons arranged in such a way that the polygon generated by all pylons contains the entire building to be built. Only three of all of these cables will be used for precision positioning of the nozzle 2a, depending on the construction area of the structure. For this purpose, two types of function, and therefore of status, must be considered for each of said cables: on the one hand cables called "positioning cables": such as cables 7-1, 7-2 & 7-3 in the case of this Figure 3 which unequivocally ensure the positioning in the space of the extrusion head 2a on a limited surface inside the cylinder of vertical axis ZZ and of triangular section formed substantially by the three pylons P1-P2-P3, and secondly cables called "secondary cables" because not participating in positioning in space, such cables 7-4, 7-5 and 7-6 in the case of this figure 3, said cables being in this case not stretched, thus remaining slightly soft, during the process of positioning the nozzle 2a on the entire surface of the building, each of the cables is led to change status, being understood that at any point in the building space, the extrusion head or nozzle 2a is positioned By positioning three cables selected sequentially in all cables, other cables 3029811 11 then having a temporary status of secondary cable way. Here, secondary cable is meant in the untensioned state, ie soft cable, that the length L given to said cable by the control controller 8 is slightly greater than the theoretical length Lt calculated for said cable to be type of positioning cable. For example, it will adjust the slack of the cable to a value of 2 to 10cm, that is to say that the effective length of said secondary cable will then be adjusted to the value L = Lt + 2 to 10cm. It will no longer be in tension and therefore will not participate in the positioning during this sequence. When the same cable will change status, that is to say will become positioning cable, its length will be adjusted to the value L = Lt. The cable will then be in tension and thus become one of the three cables participating in the positioning during this new sequence.
    [0015] It will be noted that in this FIG. 3, the number of pylons could be limited to four, the polygon P1-P4-P5-P6 completely containing the building to be constructed. It is possible to reach any point of construction with this limited number of pylons. However, in some cases, for reasons of accuracy in positioning, it will be advantageous to add additional towers to facilitate the construction, for example in the case of buildings of great length, that is to say two, three or four times more long than wide. In FIG. 2B, the first carriage 3 is equipped with a set of idler pulleys 4c around which the cable 4a is rotated, at the lower left end of which is fixed a counterweight 4d which partially compensates for the weight of the gooseneck 4b. of the mortar feed line 2b and the guide 6, for example between 70 and 85% of the total weight, this overall weight varying according to the altitude Z of the work plane and the position in XY. The remaining percentage of total weight being taken up by the tension in the said three positioning cables, this tension ensuring the accuracy of said positioning. The tensioning can be advantageously controlled by a force sensor 4e between the lower end of the suspension cable 4a and the gooseneck 4b as shown in FIG. 5, the measured value of the force then makes it possible to adjust the torque of the winch 4, so the tension in said suspension cable 4a. The adjustment of the verticality of the cable is advantageously carried out by the control controller 8. For this purpose, since the position xyz of the extrusion head 2a is known, it is advantageous to adjust the values of the parameters of the tower crane. to know the polar coordinates p and cp so that they correspond exactly to the xy coordinates of said extrusion head. For this purpose, the rotation of the crane (angle (p) and the position p of the first carriage along the arrow 5b are controlled in a known manner by said control controller 8. In a preferred variant of the invention, the verticality of the cable 4a is adjusted by a double inclinometer 11 described in Figure 2A It consists of a tube 11a surrounding the reduced clearance of the cable 4a, so that it allows the vertical movements of said cable 4a. 11a is suspended from the first carriage 3 and held in the vertical plane of the crane boom 5b, without being able to rotate about its vertical axis ZZ.A first inclinometer measured the angle of the cable 4a with respect to the vertical in the vertical plane containing the crane boom 5b, that is to say in the plane of FIG 2A A second inclinometer p measures the angle of the cable 4a with respect to the vertical in the plane perpendicular to the vertical plane containing the crane boom 5b, it is at d in the vertical plane perpendicular to the plane of Figure 2A. These two angles being measured, we act on the polar coordinate p of the first carriage 3 to reduce the value of the angle a to zero, that is to say that we move said first carriage forward or towards the 'back. In the same way, it acts on the polar coordinate cp of the crane boom to reduce the value of the angle p to zero, that is to say that one turns the crane boom in the direction of clockwise, or in the opposite direction. By constantly adjusting the polar coordinates of the first carriage 3 according to the values a and p, the cable 4a is permanently in the substantially vertical position sought.
    [0016] FIG. 4 shows a supply line 2b connecting the deposition head 2a to a motorized pulley 4 integral with the carriage 3, and emerging from said pulley 4e to form the garland in suspension under the beam 5b. The feed pipe 2b is held in tension by said motorized pulley and the inclinometer 11 is then installed directly on said supply pipe and slide with reduced clearance on the latter. In FIG. 4, there is shown in side view a variant of the invention, in which the three dimensioning cables are located substantially in the same horizontal plane. The winches M1-M2-M3 then being vertically movable along the rack Pb integral with each of the pylons P. The device working plan by plane, when one changes altitude Z, we move all the winches to the top so that all the cables, namely the positioning cables and the secondary cables, remain substantially in the same plane. In this case, it should be considered that two of the three dimensioning cables actually serve the positioning, the third being energized and ensuring positioning in the plane AA; the other cables then have the status of secondary cables and are kept soft, that is to say without significant tension. Thus, in this variant described with reference to FIG. 4, one finds oneself in a planar configuration similar to a positioning by cables on a frontage in two dimensions, the entire weight of the gooseneck 4b, of the supply line mortar 2b and guide 6 being supported by the winch 4 integral with the first carriage 3. The adjustment of the cable length 4a then makes it possible to hold the end of the extrusion head or nozzle 2a in the plane BB of mortar removal. This variant of the invention requires the implementation of multiple sets - pylon, rack and winch - vertically movable so more complicated to build and control, and therefore does not constitute a preferred variant of the invention. In FIG. 5, the tower crane is replaced by a gantry 20 consisting of two substantially vertical pillars 20a interconnected by a horizontal beam 20b supporting the first carriage 3 and the second carriages 2d supporting the feed pipe. mortar 2b in garland configuration. The pillars 20a of the gantry move along the axis YY perpendicular to the plane XZ of the figure, by means of motorized wheels 20d rolling on rails 20c. By adjusting in a controlled manner the position y of the gantry on the axis YY, as well as the position p = x of the first carriage 3 along the beam 20b, the cable 4a is maintained in a substantially vertical position, in the same way as previously described with reference to Figures 1 to 4. However, the layer-by-layer displacement of the extrusion head or nozzle 2a over the entire surface of the building to be constructed requires permanent movements of the entire gantry. Such a gantry crane will be of considerable size, both in height and in width, and will have a high rigidity in order to be able to be moved without danger, and especially to be able to withstand strong winds, even when stopped in the event of a storm. It will therefore be a considerable mass that will move in incessant movements with engines of considerable power. As a result, this variant of the invention does not constitute a preferred variant of the invention. Advantageously, as shown in FIGS. 2B and 3, the overall rigidity of the pylons is considerably improved by the installation of stays 12 anchored to the ground at 12a at one end and at the other end at 12b on each of the P-towers. preferably, in the upper third of said pylon P. Similarly, the pylons P are secured to each other, preferably at the pylon head by tie rods 13 installed between each pair of adjacent pylons of the polygon formed by all pylons. Each tensioner 13 is secured to each of the pylons at 13a at each of its ends. In these figures, the tensioning means of the stays 12 and tie rods 13 are not shown. In FIG. 3, only one stay was shown on the only pylon P3. So that the positioning effect, ie the centering effect of the positioning cables is optimal, as shown in FIG. 2B, the angle y of each of the positioning cables 7 with respect to the horizontal must be between 10 ° and 80 °, preferably between 25 ° and 70 °. Indeed, for angles of the order of 10 °, the weight of the elements supported by the cable 4a creates, by decomposition of forces in the three positioning cables, considerable effort in each of them that go to the against the goal 5 sought, ie high precision and limited effort. Similarly, for angles of the order of 80 °, the decomposition of forces in the three positioning cables, creates low or very low forces, which significantly reduce the centering effect, so the positioning accuracy.
    [0017] In FIGS. 2A, 2B and 4, the drum 5a of the crane 5 is advantageously used to fulfill the function of the pylon P3. For example, to construct a building 15 m high, 15 m long and 12 m wide, a tower crane, preferably a Manitowoc-Potain (France) type automated assembly crane, is installed. IGO 21 with a hook height of 19 m and an arrow length of 26 m, or a larger model such as IGO 50 model with a hook height of 23 m and an arrow of 40 m length.
    [0018] This crane is modified at its hook support carriage that is equipped with a linear encoder to automatically adjust the distance p, and a rotary encoder on the substantially vertical axis of the shaft of said crane. to adjust the angle cp of said barrel relative to the north shown in Figure 3. Six pylons P1-P6 18 m high, are arranged as shown in Figure 3 and equipped with numerically controlled winches located at the pylon head . The positioning cables connecting the extrusion head guide to each of said winches have a diameter of 4 mm, preferably 3 or 2 mm. The guide 6 and the extrusion head or nozzle 2a weigh about 5 to 10 kg. The suspension cable 4a is a cable 6mm in diameter, connected to the first carriage 3 via the gooseneck 4b supporting the supply line of the mortar 2b, the latter consisting of a flexible pipe 30 mm in diameter. inner diameter weighing substantially 2.5 kg / ml when full of mortar.
    [0019] The device then deposits, according to the selected pattern, a layer of thickness of 1 to 4 cm at a continuous speed of 0.1 to 0.25 m / s. The positioning cables and the secondary cables 7 are of small diameter, because the forces required are very small to maintain in an extremely precise position the extrusion head or nozzle 2a during the entire construction process. Similarly, the cable 4a supporting all or part of the vertical load of the gooseneck, a portion of the pipe, the guide 6 and the extrusion head 2a, are of small diameter because the efforts in question are very reduced.
    [0020] The very low forces, a few kgs, or even a few tens of kgs, in the positioning cables 7 generate at the head of the pylons P very limited efforts, therefore very small bending which guarantees a high accuracy in the positioning of the head of the extrusion 2a in the three dimensions XYZ. In addition, since the positioning cables 15 are of very small diameter, they are almost insensitive to wind, and their linear weight is also very low, they are in a quasi-straight line between the winch M and the extrusion head 6, this guarantees an extreme rigidity of the assembly and therefore an extreme precision in the positioning of said extrusion head 2a that can be moved in a perfectly controlled manner to achieve, layer by layer, all the walls and 3. This invention has been described in the case of construction of large buildings, but it is very interesting for the realization of all types of constructions from pasty products or plastics having a sufficient cohesion after a few seconds, or even a few minutes, so as to proceed layer by layer, preferably in substantially horizontal layers, of such m However, the layer produced is sufficiently firm when the next layer is applied. Thus, localized or complete collapses of the structure are avoided and the structure can be automatically and continuously performed with a minimum of personnel, which considerably reduces the construction costs.
    [0021] In a variant of the invention shown in FIG. 6, the structure to be constructed is situated between two buildings 30a and 30b, the higher and the more distant points of said existing buildings being advantageously used for installing the supports of FIGS. Such anchor points have a great advantage in terms of rigidity and simplicity, compared to P towers described above. In another variant of the invention shown in the same FIG. 6, the suspension cable 4a and its tensioning system 4 are suspended at a fixed point preferably located vertically from the geometric center in the XY plane of the structure to construct, at a very high altitude, greater than, for example, 2 to 5 times the largest dimension of said structure in the horizontal plane, plus the height of said structure. Thus, during the movements of the deposition head 2a, the cable 4a is no longer vertical, but describes a cone whose horizontal section perpendicular to its vertical axis, corresponds to the periphery of the structure under construction, the angle at the top said cone may vary depending on the position of the deposition head 2a, from 0 = 0 ° to 0 = 10-15 °, or more. In this configuration, the point of deposit of the pasty product is no longer exactly the vertical of the lower end of the inverted pyramid, but slightly offset. This offset does not significantly disturb the manufacturing process, since said offset is only a few millimeters, or even one or two centimeters, since we consider a fixed point located at a very great height, as previously described. . In addition, said offset is repetitive layer after layer and can be simply corrected by modifying within the control device 8, the trajectory of said deposition head 2a. In the case of structures of medium or small dimensions, the tower crane may be replaced by a simple bracket having a tower 5a at the top of which is installed a bearing secured to a substantially horizontal beam 5b. A carriage 3 free to circulate along said beam supports a hoist 4 supporting the cable 4a. The beam 5b is free to rotate at the top of the pylon: the displacements of the depositing head 2a cause the cable 4a which is no longer vertical, and makes an angle δ with said vertical. The horizontal component created by this angle δ at the hoist, acts both on the carriage which then moves naturally along said beam 5a, as well as on the beam 5 whose angle cp with respect to the north varies so automatic so that said angle substantially returns to zero, that is to say that the cable is substantially vertical. The greater the angle δ, the greater the booster effect. The residual angle, that is to say not causing any movement of the carriage 3 or of the beam 5a, is of the order of 3 to 5 ° and does not significantly reduce the positioning accuracy and does not really disturb the manufacturing process. The winches M have been described as being installed at the top of the pylons P or on the structure of existing buildings, but they can also be installed in any other position, for example on the ground; in this case, the cables 7 connecting the guide 6 and the winches are rotated around crazy pulleys installed at the top of the pylon or at the top of existing buildings. This invention has been described in the case of manufacturing structures with pasty products, and more particularly mortar based on cements or lime, but it can be advantageously used for the production of metal structures by localized melting. a wire, such as a wire or a bronze wire, by a localized and powerful heating means, such as a plasma torch, a TIG or a laser. For this purpose, the heating means is positioned in place of the nozzle 2a, the electric power or the laser beam, and the metal being transferred by means of an umbilical instead of the supply pipe 2b. pasty products. Thus, the powerful localized heating means, during its progression, merge the previously deposited N layer and the filler metal to form the N + 1 layer which will rapidly solidify waiting for the manufacture of the N + 2 layer during of the following passage. Such a device is particularly suitable for the manufacture of works of art, for example 3029811 19 statues, or any other element of construction or decoration of large dimensions.
    权利要求:
    Claims (15)
    [0001]
    CLAIMS1-device for depositing pasty material for the manufacture layer by layer of three-dimensional structure of large dimension comprising: - at least three first supports (P1, P2, P3) installed at a distance from the ground (10), non-aligned, respectively supporting first three cable tensioning devices (M1, M2, M3), - at least one second support (5b) kept at a distance from the ground (10), preferably above the first three supports, preferably able to be moved to the less above the substantially horizontal area delimited by said first three supports, - a feed line of material (2b), preferably of pasty material, kept in suspension above the ground (10), suitable for being displaced at least above the area between said first three supports, - a depositing head, preferably an extrusion head (2a) at the end of said suspended supply line (2b), preferably published n suspension cable (4a), to a second tensioning device (4), preferably secured to a first carriage (3) able to move relative to said second support (5b), - three cables (7) called cables of positioning (7-1, 7-2, 73) of respective lengths (L1, L2, L3) connected to said depositing head at one end and respectively to the first three tensioning devices (M1, M2, M3) at their another end, the three said positioning cables being adapted to be tensioned with an adjustable length differentiated by differential actuation of the first three tensioning devices (M1, M2, M3) and said second tensioning device (4), and able to define by their adjustable lengths, an inverted pyramid with a triangular upper base, the apex of said pyramid defining a reference point in the space located substantially at the level of the depositing head at the lower end of the pipe. ite supply (2b), preferably maintained substantially vertical, 30 said said point of removal being able to be moved in three dimensions XYZ in the space between said first three supports, by differentiated actuation of at least the one of the three said first tensioning devices (M1, M2, M3), and preferably the displacement of said first carriage.
    [0002]
    2- Device according to claim 1 characterized in that at least one of the first supports is a pylon (P), preferably substantially vertical, preferably anchored in said ground, supporting a first winch (M).
    [0003]
    3- Device according to claim 2 characterized in that each of the first tensioning devices (M) is movable along its respective pylon so that the pyramid formed by the cables (7) has an apex angle such that said cables remain substantially in a horizontal plane.
    [0004]
    4- Device according to one of claims 1 to 3 characterized in that said second support (5b) is the boom of a tower crane (5) anchored in the ground (10), said boom supporting said first truck (3) and being rotatable relative to the tower. 20
    [0005]
    5- Device according to one of claims 1 to 3 characterized in that said second support (5b) is the substantially horizontal beam (20b) of a gantry (20) movable along the horizontal axis YY, preferably perpendicular to the XX axis of the beam.
    [0006]
    6. Device according to one of claims 1 to 5 characterized in that the actuation of the first three tensioning devices and, preferably the actuation of said second tensioning device and preferably the displacement of said first carriage, are controlled. in numerical control from a control station (8) for moving said dispensing point. 30
    [0007]
    7- Device according to one of claims 1 to 6 characterized in that the verticality of the suspension cable (4a) is provided by adjusting the movements of the first carriage (3) along said beam and / or displacement of said beam in a horizontal plane in translation 3029811 22 and / or rotation, preferably controlled in numerical control from a control station (8).
    [0008]
    8- Device according to one of claims 1 to 6 characterized in that the verticality of the suspension cable (4a) is ensured by adjustment 5 of the position in the horizontal plane XY of the first carriage (3), on the basis of information from two inclinometers (11) integral with said suspension cable (4a) or pipe (2b), said inclinometers being located in two vertical reference planes, preferably perpendicular to each other. 10
    [0009]
    9. Device according to one of claims 1 to 8 characterized in that the supply line (2b) is suspended from said suspension cable (4a) via a guide support type device gooseneck and the dispensing head comprises a nozzle supported by a guide support (6) connected to said positioning cables (7). 15
    [0010]
    10. Device according to claims 1 to 9 characterized in that the second tensioning device (4) is controlled voltage and supports 40 to 95%, preferably 70 to 85% of the cumulative weight of the supply line portion ( 2b) in substantially vertical suspension filled with pasty product, the guide support (6) and the nozzle (2a), and optionally the gooseneck (4b), the suspension cable (4a), and a pipe portion (2b) in a garland configuration.
    [0011]
    11. Device according to one of claims 1 to 10 characterized in that one installs at least four pylons (P) respectively equipped with a plurality of first cable tensioning devices (M), which are respectively connected to a said depositing head (2a) by a plurality of cables (7), three cables of the said plurality of cables playing sequentially as tensioned positioning cables, the other cables acting as secondary cables, preferably not stretched . 30
    [0012]
    12. A method of manufacturing three-dimensional structures from pasty products deposited using a device according to one of claims 1 to 11, characterized in that one fabricates a said structure by removing a said pasty material in successive thin layers, preferably in superposed horizontal layers by moving said depositing head, preferably by extrusion, the three said positioning cables being stretched with lengths (L1, L2, L3) adjusted by differentiated actuation of the three first tensioning devices (M1, M2, M3) so as to define an inverted pyramid with a triangular upper base, the apex of said pyramid defining a reference point in the space located substantially at the level of the deposition head, lower end of the material feed pipe, said deposit point moving in three dimensions XYZ in the space delimited by the tr Pylons (P1, P2, P3), by differentiated actuation of at least one of the first three tensioning devices (M1, M2, M3) and preferably movement of the first carriage (3) supporting the deposition head (2a) and now in a substantially vertical position the feed pipe material (2b).
    [0013]
    13. A method according to claim 12, characterized in that the manufacture of structures of smaller dimension in a horizontal plane of at least 5 m, preferably at least 10 m, for the construction of buildings in hard.
    [0014]
    14. A method according to claims 12 and 13 characterized in that said pasty material is a mixture of inert products such as clay, sand, straw, reinforcing fibers, plastic or steel, and comprising preferably a hydraulic binder, such as a cement to form a resistant mortar, lightened or not, and preferably insulating.
    [0015]
    15. Process according to claims 12 and 13, characterized in that said pasty material is a thermo-fusible or thermosetting material, mono or multi-component.
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    同族专利:
    公开号 | 公开日
    EP3233430A1|2017-10-25|
    RU2017123614A3|2019-03-27|
    EP3233430B1|2018-11-28|
    ES2707740T3|2019-04-04|
    CN107000247A|2017-08-01|
    RU2690436C2|2019-06-03|
    CN107000247B|2019-07-09|
    US20170350115A1|2017-12-07|
    RU2017123614A|2019-01-18|
    FR3029811B1|2019-04-12|
    WO2016097498A1|2016-06-23|
    US10875237B2|2020-12-29|
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    法律状态:
    2015-12-04| PLFP| Fee payment|Year of fee payment: 2 |
    2016-06-17| PLSC| Publication of the preliminary search report|Effective date: 20160617 |
    2016-12-16| PLFP| Fee payment|Year of fee payment: 3 |
    2017-11-24| PLFP| Fee payment|Year of fee payment: 4 |
    2018-11-21| PLFP| Fee payment|Year of fee payment: 5 |
    2020-10-16| ST| Notification of lapse|Effective date: 20200906 |
    优先权:
    申请号 | 申请日 | 专利标题
    FR1402869A|FR3029811B1|2014-12-16|2014-12-16|DEVICE AND METHOD FOR MANUFACTURING THREE DIMENSIONAL STRUCTURES CARRIED OUT IN SUCCESSIVE LAYERS|
    FR1402869|2014-12-16|FR1402869A| FR3029811B1|2014-12-16|2014-12-16|DEVICE AND METHOD FOR MANUFACTURING THREE DIMENSIONAL STRUCTURES CARRIED OUT IN SUCCESSIVE LAYERS|
    PCT/FR2015/000226| WO2016097498A1|2014-12-16|2015-12-11|Device and method for producing three-dimensional structures created in successive layers|
    ES15823610T| ES2707740T3|2014-12-16|2015-12-11|Device and procedure for manufacturing three-dimensional structures made in successive layers|
    EP15823610.9A| EP3233430B1|2014-12-16|2015-12-11|Device and method for producing three-dimensional structures created in successive layers|
    CN201580068242.7A| CN107000247B|2014-12-16|2015-12-11|It is used to prepare the device and method of the three-dimensional structure formed in the form of pantostrat|
    US15/536,728| US10875237B2|2014-12-16|2015-12-11|Device and method for producing three-dimensional structures created in successive layers|
    RU2017123614A| RU2690436C2|2014-12-16|2015-12-11|Device and method for layer-by-layer manufacturing of three-dimensional structures|
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