KR102309914B1 - Autonomous Rammed Earth Wall Construction and Self Climbing Equipment - Google Patents

Abstract

An automatic construction and lifting device for a building structure according to an embodiment includes a support unit disposed to be vertically spaced apart from the ground on which a building structure is constructed; a formwork unit coupled to the support unit and defining a range of a unit block in which a building material is to be placed; a lifting unit for raising the support unit in a vertical direction; and a compacting unit coupled to the support unit and compacting the building material while moving between the support unit and the formwork unit, wherein the formwork unit and the compacting unit are moved vertically by the lifting unit to repeat work after the work on the unit block is completed, so that the building structure is automatically constructed.

Description

{Autonomous Rammed Earth Wall Construction and Self Climbing Equipment}

A device for automatic construction and lifting of structures is disclosed.

Specifically, an automatic construction and lifting device for structures capable of automatically installing a form at a location where a building is to be constructed, compacting the installed material, and automatically raising a form and a compactor to complete the building is disclosed.

In general, a formwork is installed to make a building structure into a predetermined shape and size. Such a formwork is a frame woven in the shape to be made, and it is made using various materials such as plywood for formwork, hard fiber board, synthetic resin, aluminum panel, and steel plate depending on the construction. Materials constituting the building structure, such as concrete and soil, are poured into the formwork, and the formwork serves to maintain the correct position and shape of these materials.

For example, the common wall frame construction method used for earthen construction also uses formwork. The wall construction method is a method for constructing a rammed earth wall, and the wall formwork is installed, filled with soil, and compacted to form an earth wall. This wall frame method is labor-intensive and has the greatest impact on productivity because the process of bringing in, installing, aligning, dismantling, cleaning, applying peeling material, moving, and reinstalling the form must be repeated. In fact, the formwork process applied to earthen construction takes up more than 50% of the total construction time and is a high-cost process. In addition, the compaction process of leveling and compacting the soil poured into the form after installation of the form has a great impact on the productivity of soil construction because the labor force must manually apply the impact force.

The above-mentioned background art is possessed or acquired by the inventor during the derivation of the present invention, and cannot necessarily be said to be a known technology disclosed to the general public prior to the filing of the present invention.

Registered Patent Publication No. 10-0536772, filed on September 29, 2003, discloses a wall formwork for a soil compaction method and a wall construction method using the same.

An object according to an embodiment is to provide a device capable of automatically installing a mold at a location where a building is to be constructed, compacting the installed material, and automatically raising the mold and compactor to complete the building.

The problems to be solved in the embodiments are not limited to the problems mentioned above, and other problems not mentioned will be clearly understood by those skilled in the art from the following description.

Automatic construction and lifting device according to an embodiment for achieving the above object, a support unit disposed vertically spaced apart from the ground on which the construction is constructed; a formwork unit coupled to the support unit and defining a range of a unit block on which a building material is to be installed; a lifting unit for raising the support unit in a vertical direction; and a compaction unit coupled to the support unit and compacting the building material while moving between the support unit and the formwork unit; By moving in the vertical direction and repeating the work, the structure can be automatically constructed.

According to one side, the lifting unit, the first lifting member coupled to one end of the support unit; a second lifting member coupled to the support unit and spaced apart from the first lifting member; and a third lifting member coupled to the other end of the support unit, wherein the first lifting member, the second lifting member, and the third lifting member extend in a vertical direction to raise the support unit or alternately operation to secure a horizontal movement path of the compaction unit.

According to one side, any one of the first lifting member, the second lifting member and the third lifting member, a support element placed on the ground to support the support unit to maintain a state spaced apart from the ground; a leg element for moving the support element in a vertical direction; a housing element accommodating the leg element, wherein the leg element is drawn out from the housing element to support or raise the support unit, and is drawn into the housing element in a section in which the compaction unit performs compaction operation. can

According to one side, the compaction unit may include: a first compaction member for compacting the installed material; a second compaction member operating the first compaction member to reciprocate in a vertical direction; a third compaction member for moving the first compaction member in a transverse direction of the support unit; and a fourth compaction member for moving the first compaction member in the longitudinal direction of the support unit, wherein the first compaction member moves vertically or horizontally between the support unit and the formwork unit to form the material of the unit block can be chopped

According to one side, the compaction unit may further include a planarizing member detachably coupled to both sides of the first compacting member, and the planarizing member may planarize the installed material.

According to one side, the formwork unit may include: a first formwork member that can be installed or removed at a location to construct a structure; a second formwork member connecting the first formwork member and the support unit; and a third formwork member coupled at right angles to the first formwork member, wherein the second formwork member is rotatably coupled to the support unit, and is closed to install the first formwork member or the first formwork member is opened to be removed, and the third formwork member may limit the range of a unit block in which the material is to be installed together with the first formwork member.

According to one side, the support unit may include: a first support member to which the formwork unit, the lifting unit and the compaction unit are coupled; and a second support member disposed on both ends of the first support member, wherein the first support member and the second support member may be lifted in a vertical direction by the extension of the lifting unit.

According to one side, the second support member may be movably coupled along a guide rail installed perpendicularly to the ground on which the structure is constructed.

In an automatic construction method according to an embodiment for achieving the above object, a support unit that is vertically spaced apart from the ground on which the building is constructed, the support unit is rotatably coupled to the support unit to install the building material. Using a structure automatic construction and lifting device comprising a formwork unit to be installed or removed, a compaction unit coupled to the support unit and flattening or compacting the construction material, and a lifting unit for raising the support unit in a vertical direction, the support unit The step of being supported by the lifting unit and arranged in a spaced apart state from the ground; installing a formwork at a position where the formwork unit is closed and the first layer of the structure is to be built; a step in which a building material is laid inside the formwork; flattening and compacting the building material on which the compaction unit is installed; and determining whether the construction of the first layer has been completed.

According to one side, the step of flattening and compacting the building material on which the compaction unit is installed may include: moving the compaction unit to the starting position of the first layer; flattening the building material on which the compaction unit is installed; moving the compaction unit back to the starting position; and compacting the building material in which the compaction unit is flattened.

According to one side, when it is determined that the construction of the first layer is completed, the step of opening the formwork unit so that the formwork is removed; and the lifting unit moving the support unit in a vertical direction so that the formwork unit and the compaction unit are moved to a position where the second layer of the building material is to be built.

According to one side, if it is determined that the construction of the first layer is not completed, the step of installing the building material inside the formwork and the step of flattening and compacting the building material on which the compaction unit is installed are further included may include

According to the automatic construction and lifting device for a building according to an embodiment, the form is automatically installed at the location where the building is to be constructed, the installed material is compacted, and the form and the compactor are automatically raised to complete the building.

The effects of the automatic construction and lifting device for structures according to an embodiment are not limited to those mentioned above, and other effects not mentioned will be clearly understood by those skilled in the art from the following description.

1 is a perspective view of an automatic construction and lifting device for structures according to an embodiment.
Figure 2 shows the formwork unit of the automatic construction and lifting device according to an embodiment.
Figure 3 shows the lifting unit of the automatic construction and lifting device according to an embodiment.
Figure 4 shows the compaction unit of the automatic construction and lifting device according to an embodiment.
5 shows a movement path of the compaction unit.
6 shows a guide rail installed vertically on the ground on which the building is constructed.
7 shows an automatic construction and lifting device for structures according to an embodiment seated on a guide rail.
8 shows a closed formwork unit so that a formwork is installed at a location where a construction is to be constructed.
9 shows the lifting unit in which some of the leg elements are drawn into the housing element so that the working space of the compaction unit is secured.
10 is a flowchart of an automatic construction method using an automatic construction and lifting device according to an embodiment.
The following drawings attached to this specification illustrate a preferred embodiment of the present invention, and serve to further understand the technical spirit of the present invention together with the detailed description of the present invention, so the present invention is limited to the matters described in those drawings It should not be construed as being limited.

Hereinafter, embodiments will be described in detail with reference to exemplary drawings. In adding reference numerals to the components of each drawing, it should be noted that the same components are given the same reference numerals as much as possible even though they are indicated on different drawings. In addition, in the description of the embodiment, if it is determined that a detailed description of a related known configuration or function interferes with the understanding of the embodiment, the detailed description thereof will be omitted.

In addition, in describing the components of the embodiment, terms such as first, second, A, B, (a), (b), etc. may be used. These terms are only for distinguishing the components from other components, and the essence, order, or order of the components are not limited by the terms. When it is described that a component is “connected”, “coupled” or “connected” to another component, the component may be directly connected or connected to the other component, but another component is between each component. It will be understood that may also be "connected", "coupled" or "connected".

Components included in one embodiment and components having a common function will be described using the same names in other embodiments. Unless otherwise stated, a description described in one embodiment may be applied to another embodiment, and a detailed description in the overlapping range will be omitted.

1 is a perspective view of an automatic construction and lifting device 10 according to an embodiment.

The automatic building construction and lifting device 10 according to an embodiment may automatically install and remove a form to construct a building, and may perform a planarization operation and a compaction operation.

On the other hand, the automatic construction and lifting device 10 is, for example, a device for constructing a wall of mud wall, and can be completed by stacking the buildings layer by layer. In this case, one layer is defined as a unit block having a height, length, and width set to be changeable by a user.

This automatic construction and lifting device 10 can repeatedly perform the laying, flattening and compacting of the building material within the unit block until one layer is built, that is, until the construction is completed by the height of the unit block.

In addition, the automatic construction and lifting device 10 is automatically raised after one layer is completed, and sets a unit block of the same size again from the upper surface of the completed layer to perform the operation so that the next layer is built. .

As described above, in order to automatically install and remove the formwork, perform flattening and compaction work, and realize the function of raising itself, the automatic construction and lifting device 10 for structures according to an embodiment is shown in FIG. As shown, it may include a support unit 100 , a formwork unit 200 , a lifting unit 300 , and a compaction unit 400 .

Specifically, the support unit 100 may be vertically spaced apart from the ground (G) on which the building is constructed.

The formwork unit 200 may be coupled to the support unit 100 and limit the horizontal range of the unit block R to which the building material is to be installed.

The lifting unit 300 may raise the support unit 100 in a vertical direction.

The compaction unit 400 may be coupled to the support unit 100 and compact the building material while moving within the formwork unit 200 .

When the work on the unit block is completed, the lifting unit 300 raises the support unit 100, and the formwork unit 200 and the compaction unit 400 moved in the vertical direction along the support unit 100 work again. can be performed. Automatic construction and lifting device 10 according to an embodiment can complete the construction by repeating the above process.

Hereinafter, the components of the support unit 100 , the formwork unit 200 , the pulling unit 300 and the compaction unit 400 will be described in more detail with reference to FIGS. 2 to 4 .

Figure 2 shows the formwork unit 200 of the automatic construction and lifting device 10 according to an embodiment.

Figure 3 shows the lifting unit 300 of the automatic construction and lifting device 10 according to an embodiment.

Figure 4 shows the compaction unit 400 of the automatic construction and lifting device 10 according to an embodiment.

5 shows a movement path of the compaction unit 400 in a unit block.

2 to 4 , the support unit 100 may include a first support member 110 and a second support member 120 .

Specifically, the first support member 110 may include a plurality of beams and horizontal members. For example, a pair of beams may be provided so as to constitute a long side of the first support member 110 , each of which may be arranged in parallel. In addition, two or more horizontal members may be provided to constitute a short side of the first support member 110 , and may be additionally disposed to be spaced apart from each other by a predetermined interval between the short sides. In this case, the horizontal member is disposed perpendicular to the pair of beams, and both ends of each horizontal member may be respectively coupled to the lower portion of the pair of parallel beams.

In addition, the first support member 110 may be coupled to the formwork unit 200 , the lifting unit 300 , and the compaction unit 400 .

The formwork unit 200 may be coupled to each side of the pair of beams of the first support member 110 .

The lifting unit 300 may be coupled over the upper portion of the pair of beams of the first support member 110 .

The compaction unit 400 may be coupled over the lower portions of the plurality of horizontal members of the first support member 110 .

The first support member 110 configured as described above can support the formwork unit 200, the lifting unit 300, and the compaction unit 400 coupled thereto, and the formwork unit 200, the lifting unit 300, and the compaction. Deformation due to the load of the unit 400 can be prevented.

The second support member 120 may be disposed at both ends of the first support member 110 .

The second support member 120 may be seated on a guide rail (C) vertically installed on the ground (G) on which the structure is constructed. For example, the second support member 120 may be coupled to be movable in the vertical direction along the guide rail (C). At this time, the guide rail (C) may be, for example, a steel column. The second support member 120 may prevent the device 10 from buckling.

As described above, the support unit 100 including the first support member 110 and the second support member 120 may be lifted in the vertical direction by the lifting unit 300 . Accordingly, the formwork unit 200 and the compaction unit 400 connected to the support unit 100 may also be lifted together in the vertical direction.

Referring to FIG. 2 , the formwork unit 200 may include a first formwork member 210 , a second formwork member 230 , and a third formwork member 250 .

Specifically, the first formwork member 210 may be installed or removed at a location where the building is to be constructed. At least two first formwork members 210 may be provided to constitute a pair of formwork. The first formwork member 210 may be installed to limit the dimension of the short side, that is, the width of the unit block on which the material is to be installed.

The second formwork member 230 may connect the first formwork member 210 and the support unit 100 . For example, one end of the second form member 230 may be coupled to the side surface of the beam of the first support member 110 , and the other end may be coupled to the outer surface of the first form member 210 .

In addition, the second frame member 230 may be composed of a plurality of frames as shown in FIG. 2 . Each frame may be rotatably coupled to each other to operate to open or close the formwork unit 200 . For example, in the closed mode, the second formwork member 230 is rotated to seat a pair of formworks of the first formwork member 210 at positions to be constructed, respectively. That is, the first formwork member 210 may be installed in the closed mode. Conversely, in the open mode, the second formwork member 230 rotates in the opposite direction to the closed mode to separate the pair of forms of the first formwork member 210 from the position where the structure is to be constructed. That is, in the open mode, the first frame member 210 may be removed.

The third formwork member 250 may be coupled to the first formwork member 210 at a right angle. As shown in FIG. 2 , the third formwork member 250 is provided in two pairs and may be respectively coupled to both ends of the pair of first formwork members 210 to constitute the side formwork.

The third formwork member 250 may be installed or removed at a position where the building structure is to be constructed together with the first formwork member 210 . The third formwork member 250 may be installed to limit the dimension of the long side, that is, the length of the unit block on which the material is to be installed.

In addition, the third formwork member 250 may be rotatably coupled to the end of the first formwork member 210 as an axis. For example, the third formwork member 250 may rotate to form a right angle with the first formwork member 210 when the formwork unit 200 is closed. On the other hand, when the formwork unit 200 is opened, the third formwork member 250 may rotate to lie parallel to or on a straight line with the first formwork member 210 .

Referring to FIG. 3 , the lifting unit 300 may include a first lifting member 310 , a second lifting member 320 , and a third lifting member 330 .

Specifically, the first lifting member 310 may be coupled to one end of the support unit 100 .

The second lifting member 320 may be coupled to the support unit 100 and spaced apart from the first lifting member 310 .

The third lifting member 330 may be coupled to the other end of the support unit 100 .

The first lifting member 310 , the second lifting member 320 , and the third lifting member 330 may extend in a vertical direction to raise the support unit 100 . In addition, the first lifting member 310 , the second lifting member 320 , and the third lifting member 330 may operate alternately to secure a compaction operation section of the compaction unit 400 .

In addition, the first lifting member 310 , the second lifting member 320 , and the third lifting member 330 may each include a support element, a leg element, and a housing element.

For example, the first lifting member 310 may include a support element 311 , a leg element 312 , and a housing element 313 . In addition, as shown in Fig. 3, the supporting element, the leg element, and the housing element may be provided so that two each constitute a pair.

Specifically, the support element 311 may be placed on the ground to support the support unit 100 to maintain a state spaced apart from the ground.

The leg element 312 may move the support element 311 in a vertical direction. For example, the leg element 312 may be extended so that the support element 311 is placed on the ground G by descending to support the support unit 100 . In addition, the leg element 312 may be further extended in a state in which the support element 311 is placed on the ground G to raise the support unit 100 . Conversely, the leg element 312 may be reduced to secure a section in which the compaction unit 400 performs compaction by rising.

The housing element 313 may receive the leg element 312 . That is, the leg element 312 may be drawn out from the housing element 313 to support or raise the support unit 100 . Also, the leg element 312 may be introduced into the housing element 313 in a section in which the compaction unit 400 performs compaction.

Referring to FIG. 4 , the compaction unit 400 may include a first compaction member 410 , a second compaction member 420 , a third compaction member 430 , and a fourth compaction member 440 .

Specifically, the first compaction member 410 may descend to compact the installed material.

The second compaction member 420 may operate the first compaction member 410 to reciprocate in a vertical direction.

The third compaction member 430 may move the first compaction member 410 in a lateral direction of the support unit 100 .

The fourth compaction member 440 may move the first compaction member 410 in the longitudinal direction of the support unit 100 .

As a result, the first compaction member 410 may compact the material of the unit block while reciprocating in the vertical direction and moving in the horizontal direction by the second compaction member 420 .

In addition, the compaction unit 400 may further include a planarization member 450 .

Referring back to FIG. 4 , the planarization member 450 may be detachably coupled to both sides of the first compaction member 410 . The planarization member 450 may planarize the material installed in the unit block while moving in the horizontal direction by the third compaction member 430 and the fourth compaction member 440 .

Referring to FIG. 5 , the compaction unit 400 may move horizontally along the arrow direction within the range of the plane of the unit block R defined by the formwork unit 200 .

For example, the point ① is a starting position for the compaction unit 400 to perform a planarization or compaction operation. When the compaction unit 400 performs the compaction operation, the first compaction member 410 vertically reciprocates by the second compaction element 420 and, at the same time, compacts the installed material while moving the following path. As shown in FIG. 5 , the first compaction member 410 moved to the starting position horizontally moves in the longitudinal direction of the support unit 100 by the fourth compaction member 440 to perform a planarization or compaction operation. The first compaction member 410 reaching one end of the unit block R is horizontally moved in the transverse direction of the support unit 100 by the third compaction member 430 . The first compaction member 410 reaching the point ② performs a flattening or compacting operation while horizontally moving in the longitudinal direction of the support unit 100 by the fourth compaction member 440 again. The first compaction member 410 reaching the other end of the unit block R is horizontally moved in the transverse direction of the support unit 100 by the third compaction member 430 again. The first compaction member 410 reaching the point ③ performs a flattening or compacting operation while horizontally moving in the longitudinal direction of the support unit 100 by the fourth compaction member 440 again. When the first compaction member 410 reaches the point ④, the compaction unit 400 ends the planarization or compaction operation.

A method of automatically constructing a building using the automatic construction and lifting device 10 including the above-described components may schematically include the following steps.

(1) the support unit 100 is supported by the lifting unit 300 is arranged in a spaced state from the ground (G)

(2) installing the first formwork member 210 and the third formwork member 250 at a position where the formwork unit 200 is closed and the first layer of the building is constructed

(3) step of laying the building material inside the formwork unit 200

(4) flattening and compacting the building material in which the compaction unit 400 is installed

(5) determining whether the construction of the first floor has been completed

Here, the size of the first layer is the same as the size of the unit block set by the user.

Hereinafter, with reference to FIGS. 6 to 10, steps (1) to (5) of a method of constructing a building using the automatic construction and lifting device 10 according to the above-described embodiment will be described in more detail. do.

Figure 6 shows a guide rail (C) installed vertically on the ground where the construction is constructed.

7 shows an automatic construction and lifting device 10 for structures according to an embodiment seated on the guide rail (C).

FIG. 8 shows the closed formwork unit 200 so that the formwork is installed at the position where the construction is to be constructed.

9 shows the lifting unit 300 in which some of the leg elements are drawn into the housing element so that the working space of the compaction unit 400 is secured. 9, the formwork unit 200 is omitted.

10 is a flowchart of an automatic construction method using the automatic construction and lifting device 10 according to an embodiment.

6, a pair of guide rails (C) are installed on the ground (G) before starting step (1). At this time, the guide rail (C) may be provided as a steel column. The steel column may be anchored to the ground, for example to a floor slab. In addition, the steel column can be assembled with an additional steel column extended to the upper part using anchor bolts.

Referring to FIG. 7 , step (1) includes the following process.

The automatic construction and lifting device 10 according to an embodiment is disposed between the guide rails (C). At this time, the formwork unit 200 is placed in an open state. In addition, the lifting unit 300 lowers the leg elements of the first to third lifting members 310 , 320 , 330 so that the supporting elements support the device 10 with respect to the ground (G).

When the entire device 10 is positioned by the lifting unit 300, the second support member 120 of the support unit 100 moves in the horizontal direction so as to protrude from the first support member 110, and the guide rail (C) ) is bound to Accordingly, the first support member 110 of the support unit 100 is positioned to be perpendicular to the guide rail (C).

Referring to FIG. 8 , step (2) includes the following process.

The placed device 10 closes the formwork unit 200 so as to define a unit block, and installs the first formwork member 210 and the third formwork member 250 at the position where the construction is to be constructed.

At this time, by measuring the horizontal or vertical state of the units of the device 10, respectively, and adjusting the leg elements of the lifting unit 300 to be drawn in or out, respectively, self-leveling can be performed.

Referring to FIG. 9 , steps (3) to (4) include the following processes.

The leg elements of the first lifting member 310 positioned at the starting position of the compaction unit 400 are fully raised to be drawn into the housing element to secure a section in which the compaction unit 400 can perform compaction.

When the material installation and compaction of the first section are completed, the leg elements of the first lifting member 310 are lowered to support the load, and the leg elements of the second lifting member 320 are completely raised to raise the second lifting member. Interference between the compaction unit 400 and the pulling unit 300 is prevented from occurring in the second compaction section located below (320).

Similarly, when the material installation and compaction work of the second section is completed, the leg elements of the second lifting member 320 are lowered to support the load again, and the leg elements of the third lifting member 330 are completely raised to remove the second part. 3 Prevent interference between the compaction unit 400 and the lifting unit 300 in the third compaction section located under the lifting member 320 .

The above-described self-leveling and compaction operations are repeated until the height of the set unit block is reached. At this time, the compaction operation is repeated while measuring the soil compaction depth and ground reaction force using the sensor.

In addition, with reference to FIG. 10 , the method of automatically constructing a building may further include the following steps according to the determination result of step (5).

When it is determined that the construction of the first layer is completed, the following steps may be further included.

(7) opening the formwork unit 200 so that the first formwork member 210 and the third formwork member 250 are removed

(8) the lifting unit 300 moves the support unit 100 in the vertical direction so that the formwork unit 200 and the compaction unit 400 are moved to a position where the second layer of the structure is to be built

On the other hand, if it is determined that the construction of the first layer is not completed, steps (3) to (5) are performed again.

Step (7) includes the following process.

When the height of the unit block is reached, the positions of the lifting unit 300 and the compaction unit 400 are initialized. In addition, the first formwork member 210 and the third formwork member 250 are separated from the structure by opening the formwork unit 200 .

Step (8) includes the following process.

After confirming the state in which the separation distance from the previously constructed unit block is secured, the six leg elements are simultaneously drawn out while maintaining the separation state, the entire device 10 is raised to the height of the mold, and the device 10 is placed in place. Perform again from the next step (2).

Although the aforementioned step (4) has been described in relation to the compaction operation, with reference to FIG. 10 , the step (4) may perform the planarization and compaction operation in the following process.

Referring to FIG. 10 , the compaction unit 400 moves to the starting position of the first layer. As the compaction unit 400 moves in the horizontal direction, the flattening member 450 is installed to flatten the construction material.

When the flattening operation is completed, the compaction unit 400 moves back to the starting position. As the compaction unit 400 moves in the horizontal direction, the first compaction member 410 compacts the flattened construction material.

The automatic building construction and lifting device 10 according to the above-described embodiment can independently climb the guide rail, and the formwork, compactor, and lifting device for constructing the building are integrated and operated as one.

In addition, it is possible to secure the verticality and dimensional stability of the structure by using the steel column as a guide rail.

In addition, a structure having a wall thickness greater than the standard of the guide rail provided as a steel column is constructed, so that the steel column can be embedded as an endoskeleton of the structure.

In addition, since the mold is automatically opened and closed to facilitate installation and separation of the mold, quality assurance and productivity of the surface of the building can be improved.

In addition, since the side plate of the formwork is located at the center line of the steel column, the construction joint can be utilized as an expansion joint.

As described above, the embodiments of the present invention have been described with specific matters such as specific components and limited embodiments and drawings, but these are provided to help a more general understanding of the present invention, and the present invention is limited to the above embodiments Various modifications and variations are possible from these descriptions by those of ordinary skill in the art to which the present invention pertains. For example, the described techniques are performed in an order different from the described method, and/or the described components of structures, devices, etc. are combined or combined in a different form than the described method, or other components or equivalents are used. Appropriate results can be achieved even if substituted or substituted by Therefore, the spirit of the present invention should not be limited to the described embodiments, and not only the claims to be described later, but also all those with equivalent or equivalent modifications to the claims will be said to belong to the scope of the spirit of the present invention. .

10: Automatic construction and lifting device for structures
100: support unit
110: first support member
120: second support member
200: form unit
210: first formwork member
230: second formwork member
250: third form member
300: impression unit
310: first impression member
311: support element
312: leg element
313: housing element
320: second impression member
330: third impression member
400: compaction unit
410: first compaction member
420: second compaction member
430: third compaction member
440: fourth compaction member
450: planarization member

Claims (12)

a support unit disposed vertically spaced apart from the ground on which the building is constructed;
a formwork unit coupled to the support unit and defining a range of a unit block on which a building material is to be installed;
a lifting unit for raising the support unit in a vertical direction; and
a compaction unit coupled to the support unit and compacting the building material while moving between the support unit and the formwork unit;
including,
When the work on the unit block is completed, the formwork unit and the compaction unit automatically construct the structure by moving in the vertical direction by the lifting unit and repeating the work,
The impression unit,
a first lifting member coupled to one end of the support unit;
a second lifting member coupled to the support unit and spaced apart from the first lifting member; and
a third lifting member coupled to the other end of the support unit;
including,
The first lifting member, the second lifting member, and the third lifting member extend in a vertical direction to raise the support unit or operate alternately to secure a horizontal movement path of the compaction unit,
One of the first lifting member, the second lifting member, and the third lifting member, which is located at a position where the compaction unit performs the compaction operation, rises from the ground to secure a working section,
When the compaction operation of the section is completed, the one lifting member descends to support the load of the device, and the compaction unit among the first lifting member, the second lifting member, and the third lifting member performs the next compaction operation. Another lifting member positioned at the position rises from the ground to secure the next working section, an automatic construction and lifting device for structures.
delete According to claim 1,
Any one of the first lifting member, the second lifting member and the third lifting member,
a support element placed on the ground to support the support unit to maintain a state spaced apart from the ground;
a leg element for moving the support element in a vertical direction;
a housing element accommodating the leg element;
including,
The leg element is drawn out from the housing element to support or raise the support unit, and is introduced into the housing element in a section in which the compaction unit performs compaction work.
According to claim 1,
The compaction unit is
a first compaction member for compacting the installed material;
a second compaction member operating the first compaction member to reciprocate in a vertical direction;
a third compaction member for moving the first compaction member in a transverse direction of the support unit;
a fourth compaction member for moving the first compaction member in a longitudinal direction of the support unit;
including,
The first compacting member is an automatic construction and lifting device for compacting the material of the unit block while moving in a vertical or horizontal direction between the support unit and the formwork unit.
5. The method of claim 4,
The compaction unit further includes a planarization member detachably coupled to both sides of the first compaction member,
The flattening member is an automatic construction and lifting device for flattening the installed material.
According to claim 1,
The mold unit is
a first formwork member that can be installed or removed at a location to construct a building;
a second formwork member connecting the first formwork member and the support unit;
a third formwork member coupled to the first formwork member at a right angle;
including,
The second formwork member is rotatably coupled to the support unit, and is closed to install the first formwork member or opened to remove the first formwork member;
The third formwork member, together with the first formwork member, which limits the range of the unit block in which the material is to be installed, an automatic construction and lifting device for structures.
According to claim 1,
The support unit is
a first support member to which the formwork unit, the lifting unit and the compaction unit are coupled; and
a second support member disposed on both ends of the first support member;
including,
The first supporting member and the second supporting member are lifted in the vertical direction by the extension of the lifting unit, automatic construction and lifting device for structures.

8. The method of claim 7,
The second support member is movably coupled along a guide rail installed perpendicular to the ground on which the building is constructed, an automatic construction and lifting device.
A support unit that is vertically spaced apart from the ground on which the building is constructed, a form unit that is rotatably coupled to the support unit to install or remove a form at a position where the building material is to be installed, and the support unit coupled to the building material In the automatic building construction method using a compaction unit for flattening or compacting, and a lifting unit for raising the support unit in a vertical direction, the automatic construction construction method and the construction method using a lifting device,
The support unit is supported by the lifting unit is disposed in a spaced state from the ground;
installing a formwork at a position where the formwork unit is closed and the first layer of the structure is to be built;
a step in which a building material is laid inside the formwork;
flattening and compacting the building material on which the compaction unit is installed; and
determining whether the construction of the first layer has been completed;
including,
The impression unit,
a first lifting member coupled to one end of the support unit;
a second lifting member coupled to the support unit and spaced apart from the first lifting member; and
a third lifting member coupled to the other end of the support unit;
including,
The first lifting member, the second lifting member, and the third lifting member extend in a vertical direction to raise the support unit or operate alternately to secure a horizontal movement path of the compaction unit,
One of the first lifting member, the second lifting member, and the third lifting member, which is located at a position where the compaction unit performs the compaction operation, rises from the ground to secure a working section,
When the compaction operation of the section is completed, the one lifting member descends to support the load of the device, and the compaction unit among the first lifting member, the second lifting member, and the third lifting member performs the next compaction operation. Another lifting member positioned at the position rises from the ground to secure the next working section, an automatic construction method for structures.

10. The method of claim 9,
The step of flattening and compacting the building material on which the compaction unit is installed,
moving the compaction unit to a starting position of the first layer;
flattening the building material on which the compaction unit is installed;
moving the compaction unit back to the starting position; and
compacting the building material with the compaction unit flattened;
Containing, automatic construction method.
10. The method of claim 9,
When it is determined that the construction of the first floor is complete,
opening the formwork unit so that the formwork is removed; and
The lifting unit moves the support unit in a vertical direction so that the formwork unit and the compaction unit are moved to a position where the second layer of the building material is to be built;
Further comprising, automatic construction method of the building.
10. The method of claim 9,
If it is determined that the construction of the first floor is not completed,
The method further comprising repeating the steps of laying the building material inside the mold and flattening and compacting the building material on which the compaction unit is installed.

Images