KR102816685B1 - Method for moving building - Google Patents

Abstract

The present invention relates to a method for moving a building, and more particularly, to a method for moving a building in which a plurality of vertical columns are arranged on a plurality of plinths arranged in a plurality of rows on the ground, a horizontal beam is connected to the upper portions of the vertical columns, and a roof is arranged on the upper portions of the horizontal beams, the method comprising: a support beam installation step in which a vertical support beam is installed to support the horizontal beam on the upper portions of the vertical columns upward from the ground; a plinth release step in which the support beam is raised by a preset height and the plinth is released; a movable body installation step in which a movable body for horizontal movement of the building is installed at the position of the released plinth; and a horizontal movement step in which the building arranged on the movable body is moved horizontally by the movable body.

Description

{METHOD FOR MOVING BUILDING}

The present invention relates to a method for moving a building. Specifically, the present invention relates to a method for moving a building by separating and lifting a traditional building having a plurality of wooden pillars from the ground, thereby enabling the building to be moved without dismantling its structure.

Typically, buildings cannot be moved on their own, so the structure must be dismantled, moved, and rebuilt, or the existing building must be collapsed and rebuilt.

However, in cases where the building itself must be preserved without damage, such as traditional architecture or cultural assets, and if the location of the building needs to be changed, it is desirable to move the building itself (horizontally or vertically).

In the past, a method of lifting and moving a building with a container-like structure using a crane or the like was disclosed. However, in the case of this method, there is a problem that the traditional building may be damaged during the process of lifting the traditional building.

In addition, Korean Patent No. 10-1014591 (prior art) discloses a movable wooden structure and a construction method, but this prior art has a problem in that it does not suggest a method for moving the completed structure itself without damaging it.

Korean Patent Registration No. 10-1014591

The present invention is intended to solve the above-mentioned problem, and has as its object the provision of a method for moving a building that can move an already completed building (e.g., a traditional wooden building) without damaging it.

In order to solve the above-mentioned problem, the present invention provides a method for moving a building in which a plurality of vertical columns are arranged on a plurality of plinths arranged in a plurality of rows on the ground, a horizontal beam is connected to the upper portions of the vertical columns, and a roof is arranged on the upper portions of the horizontal beams, the method comprising: a support beam installation step in which a vertical support beam is installed to support the horizontal beam on the upper portions of the vertical columns upward from the ground; a plinth release step in which the support beam is raised by a preset height and the plinth is released; a movable body installation step in which a movable body for horizontal movement of the building is installed at the position of the released plinth; and a horizontal movement step in which the building arranged on the movable body is moved horizontally by the movable body.

According to the present invention, a building that has already been completed can be moved horizontally without dismantling or damaging it.

The above-mentioned support beam installation step and the above-mentioned plinth release step may be performed for a row among the plurality of rows of plinths arranged in the width-wise central portion of the building, and then sequentially performed for other rows adjacent to the row in the width-wise central portion. Accordingly, the plinth release can be sequentially performed while the building is stably supported on the ground.

When the support stake installation step and the stake release step are performed for one of the plurality of columns of the above-mentioned columns, the support stake installation step and the stake release step can be performed sequentially for the plurality of columns included in the one column, from the pillar arranged at the front end of the one column toward the pillar arranged at the rear end.

This is because, due to the nature of traditional architecture, each column has a certain amount of clearance to be lifted by a certain height (e.g., 2 to 5 cm), so by sequentially releasing the columns corresponding to each column, multiple columns can be sequentially released without damaging the building.

In the above-described movable body installation step, the movable body can be installed so as to extend in the longitudinal direction of each row immediately after the release of the column for each row of the column is completed. Accordingly, when one of the plurality of rows of the column is completely dismantled, the movable body is installed at the position of the corresponding row, so that the column corresponding to the corresponding row can be supported by the movable body.

The above-mentioned movable body installation step may be performed for a row in the widthwise central portion among the plurality of rows of the above-mentioned pillars, and then sequentially performed for other rows adjacent to the row in the widthwise central portion. Accordingly, while supporting a pillar by means of a movable body at a position corresponding to one row of the above-mentioned pillars, installation of the movable body for other rows adjacent to the one row can be stably performed.

The above-described moving body installation step may include a floor plate arrangement step in which a wooden floor plate is arranged on the ground of the row where the release of the main beam has been completed so as to extend in the longitudinal direction of the row; a roller arrangement step in which a plurality of metal rollers are arranged on the floor plate at preset intervals along the longitudinal direction of the floor plate; and a frame installation step in which a horizontal metal frame is installed between the plurality of metal rollers and the lower end of the column. Accordingly, the horizontal frame and the building on the horizontal frame can be moved horizontally by the rotation of the rollers.

A wooden support plate may be pre-attached to the lower surface of the above horizontal frame. Accordingly, the horizontal frame can move smoothly on the roller due to the frictional force between the wood and the metal.

Meanwhile, the present invention provides a method for moving a building in which a plurality of vertical columns are arranged on a plurality of plinths arranged in a plurality of rows on the ground, a horizontal beam is connected to the upper portions of the vertical columns, and a roof is arranged on the upper portions of the horizontal beams, the method comprising: a support beam installation step in which a vertical support beam is installed to support the horizontal beam on the upper portions of the vertical columns upward from the ground; a plinth release step in which the support beam is raised by a preset height and the plinth is released; a hydraulic jack installation step in which a hydraulic jack for vertical movement of the building is installed at the position of the released plinth; and a vertical movement step in which the building arranged on the hydraulic jack is moved vertically by the hydraulic jack.

According to the present invention, an already completed building can be moved vertically without dismantling.

The above-mentioned support beam installation step, the above-mentioned plinth release step, and the above-mentioned hydraulic jack installation step may be performed for a row among the plurality of rows of plinths arranged in the width-wise central portion of the building, and then sequentially performed for other rows adjacent to the row in the width-wise central portion. Accordingly, while the building is stably supported on the ground, the hydraulic jacks may be sequentially installed for the plurality of rows of plinths.

The method may include: a step of arranging supports at the positions of each of the released supports in the rows from which the supports have been released among the plurality of rows of the above-mentioned supports; a step of arranging a horizontal frame between the supports and the columns so as to extend in the extension direction of the rows from which the supports have been released; and a step of arranging a plurality of hydraulic jacks at positions different from the supports at the bottom of the horizontal frame. Accordingly, while supporting each column by the semi-base plate and the supports, the horizontal frame can be lifted by the hydraulic jack at the bottom of the horizontal frame.

In the above hydraulic jack installation step, a plurality of position detection sensors that detect the height of the horizontal frame can be arranged spaced apart from each other on the upper surface of the horizontal frame. Accordingly, while checking the position (height) of the horizontal frame, the height of the plurality of horizontal frames corresponding to the plurality of columns can be increased at a constant level.

The above vertical movement step includes a first movement step in which the initial values of the plurality of position detection sensors are set to 0, and the plurality of hydraulic jacks are driven simultaneously with the same output to a target height; and after the first movement step, a second movement step in which, based on the output values of the respective position detection sensors, a hydraulic jack corresponding to a position detection sensor among the plurality of hydraulic jacks, the value of which is different from the target height, is driven again to the target height, and the first movement step and the second movement step can be repeatedly performed up to a preset final height. Therefore, damage to the building due to a difference in the rising height of the horizontal frame corresponding to each pillar can be prevented.

According to the present invention, a method for moving a building can be provided that can move an already completed building (e.g., a traditional wooden building) without damaging it.

FIG. 1 is a flowchart showing a method for moving a building according to one embodiment of the present invention.
Figure 2 is a drawing schematically showing the initial state of the building.
Figure 3 is a drawing showing the state in which supports are installed in a building.
Figure 4 is a drawing showing the appearance of a support beam being installed on a building and a foundation being removed.
Figure 5 is a drawing showing a moving body installed at the location of the released main body.
Figure 6 is a drawing showing the appearance of a moving body installed for multiple columns of a main body.
Figure 7 is a flow chart showing a method for moving a building according to another embodiment of the present invention.
Figure 8 is a drawing showing a hydraulic jack installed at the bottom of a plurality of columns of a building for moving the building.

Hereinafter, a method for moving a building according to an embodiment of the present invention will be described in detail with reference to the attached drawings. The attached drawings illustrate exemplary forms of the present invention, which are provided only to explain the present invention in more detail, and the technical scope of the present invention is not limited thereby.

In addition, regardless of the drawing symbol, identical or corresponding components are given the same reference numbers and redundant descriptions thereof are omitted, and the size and shape of each component depicted may be exaggerated or reduced for convenience of explanation.

Meanwhile, terms including ordinal numbers such as first or second may be used to describe various components, but the components are not limited by the terms, and the terms are used only for the purpose of distinguishing one component from another.

Fig. 1 is a flow chart showing a method for moving a building according to one embodiment of the present invention, Fig. 2 is a drawing schematically showing the initial state of the building, and Fig. 3 is a drawing showing a state in which a support beam is installed in the building. Here, the building may mean a traditional wooden building. In addition, for convenience of explanation, the drawing is shown with the wall, etc. removed, but the building can be moved in the same manner even in the state of a completed building with the wall, etc.

Referring to FIGS. 1 to 3, a method for moving a building according to one embodiment of the present invention may include a support beam installation step (S10), a foundation release step (S20), a moving body installation step (S30), and a horizontal movement step (S40).

Referring to the initial state of the building illustrated in FIG. 2, the traditional wooden building (1) may include a plurality of vertical columns (10), a plurality of horizontal beams (20) arranged on the upper portions of the plurality of vertical columns (10), a roof (30) arranged on the upper portions of the horizontal beams (20), and a foundation (40) arranged on the lower portions of each of the plurality of columns (10). The ground hardened on the lower surface of the foundation (40) is called a designation (50), and the following method of moving the building may be performed after the ground excluding the designation (50) is excavated to a depth of the designation (50). In the traditional building, the horizontal beam (20) may include a beam and a main beam. For example, a beam is connected to a column (10) at the top of a column (10) and refers to a horizontal beam extending in the longitudinal direction of the building on the wall of the building (see the black horizontal beam in Fig. 3), and a main beam may refer to a horizontal beam that is perpendicular to the beam and extends between a pair of beams (see the white horizontal beam at the top of the column in Fig. 3). The above-mentioned beams and main beams included in the horizontal beam are self-evident matters in traditional houses, so a more detailed description thereof is omitted.

The above pillar (10) and the horizontal beam (20) can be formed of wood, and the foundation (40) can be formed of stone.

Referring to FIGS. 1 and 3, in the support installation step (S10), a vertical support (60) may be installed to support the horizontal beam (20) connected to the top of the vertical column upward from the ground.

For example, a plurality of support pieces (60) may be installed around a single column (10). The support pieces (60) may be formed of wood. In addition, the support pieces (60) may be formed to extend in the height direction by hydraulic or manual (screw) rotation. When the support pieces (60) support the horizontal beam (20) upward and the length of the support pieces (60) is extended, the column (10) corresponding to the portion where the support pieces (60) are installed may be lifted upward. In the case of a traditional wooden structure, since there is a certain amount of play in the connection between the column (10) and the horizontal beam (20), the column (10) may be lifted upward by the support pieces (60) to a height of approximately 2 cm to 5 cm without damaging the structure.

Referring to FIGS. 2 to 6, the sills (40) may be arranged in a plurality of rows, and a plurality of sills (40) may be placed in each row. In addition, a plurality of columns (10) may be arranged corresponding to the number of sills (40). The support stake installation step (S10) and the sill release step (S20) may be first performed on a row arranged in the widthwise central portion of the building among the plurality of rows of the sills (40). Thereafter, the support stake installation step (S10) and the sill release step (S20) may be sequentially performed on other rows adjacent to the widthwise central portion row. That is, the support stake installation step (S10) and the sill release step (S20) may be sequentially performed starting from a row arranged in the widthwise central portion of the building to a row arranged on the widthwise outer side of the building.

In addition, when the support stake installation step (S10) and the stake release step (S20) are performed for one of the plurality of columns of the main body (40), the support stake installation step (S10) and the stake release step (S20) can be performed sequentially for the plurality of main bodies (40) included in the one column, from the main body (40) arranged at the front end of the one column toward the main body (40) arranged at the rear end.

Accordingly, the installation of the support member (60) and the release of the main body (40) can be performed while stably supporting the building.

Referring to FIGS. 1 and 4, in the step of releasing the main body (S20), the main body (40) can be released when the support member (60) is raised to a preset height (e.g., 3 cm). Since the main body (40) is placed on the ground and the pillar (10) is placed on the main body (40), when the pillar (10) is supported upward by the support member (60), the main body (40) can be easily released (removed).

Referring to FIGS. 1 and 5, in the movable body installation step (S30), a movable body (70) for horizontal movement of the building may be installed at the location of the released plinth. In the movable body installation step (S30), immediately after the release of the plinth (40) for each row of the plinth (40) is completed, the movable body (70) may be installed to extend in the longitudinal direction of each row.

In addition, the above-mentioned moving body installation step (S30) may be performed for a row in the widthwise central portion among the plurality of rows of the above-mentioned main body (40), and then sequentially performed for other rows adjacent to the row in the widthwise central portion.

That is, after the support piece installation step (S10), the support piece release step (S20), and the movable body installation step (S30) for the row in the widthwise central portion among the plurality of rows of the above-mentioned column (40) are completed, the support piece installation step (S10), the support piece release step (S20), and the movable body installation step (S30) can be sequentially performed for other rows adjacent to the row in the widthwise central portion of the above-mentioned column (40). Accordingly, the support piece installation step (S10), the support piece release step (S20), and the movable body installation step (S30) can be stably performed for other rows of the column (40) while the columns (10) corresponding to one row of the column (40) are supported by the movable body (70).

Accordingly, in one row where the main shaft (40) has been released, the main shaft (40) of another row can be stably released while the moving body (70) supports the column in place of the main shaft (40).

The above-described moving body (70) may be formed to extend to a length longer than the length of each row of the plinth (40). Specifically, the moving body installation step (S30) may include a floor plate arrangement step, a roller arrangement step, and a frame installation step. Referring to FIG. 5, in the floor plate arrangement step, a wooden floor plate (71) may be arranged on the ground of the row where the plinth (40) has been dismantled to extend in the longitudinal direction of the row. In the roller arrangement step, a plurality of rollers (73) may be arranged on the floor plate (71). The plurality of rollers (73) may be formed of a metal material of a preset length and may be arranged at preset intervals along the longitudinal direction of the floor plate (71). In the frame installation step, a horizontal frame (75) may be installed between the plurality of rollers (73) and the lower end of the column (10). The above horizontal frame (75) may be formed of a metal material, for example, an H-beam or a steel metal plate. The floor plate (71) and the horizontal frame (75) may extend to a length longer than the length of the row in which the release of the main body (40) is completed.

In addition, a wooden support plate (77) may be pre-attached to the lower surface of the horizontal frame (75). Accordingly, a metal roller (73) may be placed on the wooden floor plate (71), and the wooden support plate (77) and the metal horizontal frame (75) may be sequentially placed on the metal roller (73). Accordingly, by the frictional force between the wood and the metal, the support plate (77) on the lower surface of the horizontal frame (75) on which the pillar (10) is placed may be smoothly moved together with the horizontal frame (75) on the roller (73).

Referring to FIGS. 1 and 6, in the horizontal movement step (S40), a building placed on the moving body (70) can be moved horizontally by the moving body (70). As shown in FIG. 6, when all of the plurality of plinths (40) are released (removed), the moving body (70) can be placed at the positions of all rows of plinths (40). Then, by pushing or pulling the horizontal frame (75) of the moving body, the building placed on the horizontal frame (75) can be moved horizontally stably.

Although not shown, after the horizontal movement of the building to the desired position is completed, the step (S50) of releasing the movable body (70) and reinstalling the plinth (40) may be performed. In this step, for example, the movable body (70) may be released while the horizontal beam (20) described above is lifted upwards via the support member (60) in a state where the building has been moved to the target position. In this case as well, the release of the movable bodies (70) may be performed sequentially from the movable body (70) positioned in the center of the width direction of the building to the movable body (70) positioned on the outer side in the width direction.

In a position where the release of the movable body (70) is completed while the horizontal beam (20) is supported by the above-mentioned support member (60), the aforementioned main foundation (40) can be re-positioned. That is, in a position where the release of the movable body (70) is completed, the column (10) can be supported again by the aforementioned main foundation (40). This dismantling of the movable body (70) and relocation (re-installation) of the main foundation (40) can be sequentially performed from the center of the width direction of the building toward the outer width direction.

Meanwhile, in buildings, there are cases where movement in a vertical direction rather than a horizontal direction is required. Hereinafter, a method for moving a building according to another embodiment of the present invention will be described.

Referring to FIG. 7, a method for moving a building according to another embodiment of the present invention relates to a method for moving a building in a vertical direction.

In the method for moving a building according to this embodiment, the support installation step (S10) and the foundation release step (S20) are the same as those in the above-described embodiment, so a detailed description thereof is omitted and replaced with the above-described description.

The method for moving a building according to the present embodiment may include a step of installing a support beam (S100), a step of releasing a foundation (S200), a step of installing a hydraulic jack (S300), and a step of moving in a vertical direction (S400). According to the present invention, a completed building (particularly, a traditional wooden building) can be stably moved in a vertical direction without damage.

Specifically, referring to FIGS. 7 and 8 together, the hydraulic jack installation step (S300) may include a step of arranging supports (80) at the positions of each released supports (40) in a row from which the supports (40) have been released among the plurality of rows of the supports (40), a step of arranging a horizontal frame (75) between the supports (80) and the column (10) so as to extend in the extension direction of the row from which the supports (40) have been released, and a step of arranging a plurality of hydraulic jacks (100) at positions different from the supports (80) below the horizontal frame (75). The hydraulic jack installation step may be referred to as a movable body installation step, and the steps of arranging supports, arranging horizontal frames, and arranging hydraulic jacks may be performed during the movable body installation step.

The above-mentioned support member (80) may be positioned at the location of the released column (40) to support the horizontal frame (75). In addition, the horizontal frame (75) may be positioned to extend along the extension direction of the row from which the column (40) was released, and a connecting frame (76) may be provided between adjacent horizontal frames (75) to connect the adjacent horizontal frames (75) in a direction perpendicular to the extension direction of the row from which the column (40) was released.

For example, the horizontal frame (75) and the connecting frame (76) may be formed of the same material, and may be formed of a material such as an H beam or a steel plate. The connecting frame (76) may be formed to extend horizontally at the same height as the horizontal frame (75). The horizontal frame (75) and the connecting frame (76) may be joined to each other through welding, and a plurality of horizontal frames (75) and a plurality of connecting frames (76) may be provided in a grid shape.

A plurality of hydraulic jacks (100) may be arranged at different locations from the support member (80) at the lower portion of the horizontal frame (75) and/or the connecting frame (76). For example, a plurality of hydraulic jacks (100) may be arranged at the lower portion of the horizontal frame (75) and/or the connecting frame (76) (and on the ground) around the support member (80). The hydraulic jack (100) may be equipped with an electrically driven hydraulic cylinder. Therefore, by driving the plurality of hydraulic jacks (100), the horizontal frame (75) and/or the connecting frame (76) can be lifted upward.

When the horizontal frame (75) and/or the connecting frame (76) are lifted by the plurality of hydraulic jacks (100), a space is created between the horizontal frame (75) and the connecting frame (76) and the support member (80), and a support member (80) can be additionally placed in this space. Then, after the support member (80) is additionally installed, a support member for raising the hydraulic jack (100) can be further placed on the lower surface of the hydraulic jack (100). This is because there is a limit to the extension length (i.e., the extension length) of the hydraulic jack (100). This operation can be performed repeatedly until the building reaches the final height.

In the above hydraulic jack installation step (S300), a plurality of position detection sensors (S) for detecting the height of the horizontal frame (75) and/or the connection frame (76) may be arranged on the upper surface of the horizontal frame (75) and/or the connection frame (76). The position detection sensors (S) may be sensors for detecting a change in height. A plurality of position detection sensors (S) may be arranged near each of the plurality of columns (10). A plurality of positions in the longitudinal direction of the horizontal frame (75) and/or the connection frame (76) (for example, the height of the horizontal frame (75) and/or the connection frame (96) near each of the columns (10)) may be detected by the plurality of position detection sensors (S).

Specifically, in the hydraulic jack installation step (S300), after all of the plurality of hydraulic jacks (100) corresponding to the lower portions of the plurality of columns (10) are installed, in the vertical movement step (S400), the plurality of hydraulic jacks (100) can be driven by the control unit (C) based on the signal of the position detection sensor (S). That is, the control unit (C) can be electrically connected to the plurality of position detection sensors (S) so as to receive signals from the position detection sensors (S), and can be electrically connected to each of the plurality of hydraulic jacks (100) so as to transmit control commands to the plurality of hydraulic jacks (100). The plurality of hydraulic jacks (100) can be associated with the plurality of position detection sensors (S), and the plurality of hydraulic jacks (100) can be individually controlled by the control unit (C).

Accordingly, based on the signal from each position detection sensor (S), the driving of each hydraulic jack (100) corresponding to the position detection sensor (S) can be individually controlled by the control unit (C). For example, based on the signals from the plurality of position detection sensors (S) arranged at the bottom of one column (10), the driving of the plurality of hydraulic jacks (100) arranged at the bottom of the one column (10) can be controlled. In addition, based on the signals from the plurality of position detection sensors (S) arranged at the bottom of another column (10), the driving of the plurality of hydraulic jacks (100) arranged at the bottom of the other column (10) can be controlled.

More specifically, the vertical movement step (S400) may include a first movement step in which the initial values of the plurality of position detection sensors (S) are set to 0, and thereafter, the plurality of hydraulic jacks (100) are driven simultaneously with the same output to a target height, and a second movement step in which, after the first movement step, based on the output values of each position detection sensor (S), a hydraulic jack (100) corresponding to a position detection sensor (S) among the plurality of hydraulic jacks (100) whose detection value is different from the target height is driven again to the target height. In addition, the first movement step and the second movement step may be repeatedly performed up to a preset final height. That is, the plurality of position detection sensors (S) and the plurality of hydraulic jacks (100) may be associated with each other, and information about this may be stored in the control unit.

The above target height and final height can be determined according to the specifications of the hydraulic jack (100) or according to the operator's choice. And, the target height can be set in steps up to the final height.

By controlling the operation of a plurality of hydraulic jacks (100) positioned at positions corresponding to each pillar (10) based on the output of a plurality of position detection sensors (S), the building can be moved in the vertical direction without horizontal misalignment and without damage.

Although not shown, after the vertical movement of the building to the desired position is completed, a step (S500) of releasing the horizontal frame (75) and/or the connecting frame (76) and the hydraulic jack (100) and reinstalling the plinth (40) may be performed. In this step, for example, with the building buoyed to the target height, the horizontal beam (20) described above may be further raised upward via the support member (60), and at the same time as the horizontal frame (75) and/or the connecting frame (76) and the hydraulic jack (100) are released, the plinth (40) may be repositioned at the bottom of the corresponding column (10). Even in this case, the releasing of the horizontal frame (75) and/or the connecting frame (76) and the hydraulic jack (100), and the repositioning of the plinth (40) may be sequentially performed from the widthwise center of the building toward the widthwise outer side. Additionally, the area around the relocated main (40) can be filled back with soil.

The preferred embodiments of the present invention described above are disclosed for the purpose of illustration, and those skilled in the art having common knowledge of the present invention will be able to make various modifications, changes, and additions within the spirit and scope of the present invention, and such modifications, changes, and additions should be considered to fall within the scope of the following claims.

10 pillars
20 horizontal beams
30 roof
Early 40th week
50 designation
60 support points
70 Mobile
75 horizontal frame
80 Support
100 hydraulic jack
S position detection sensor
C control unit

Claims (13)

A method for moving a building in which a plurality of vertical columns are arranged on a plurality of foundations arranged in a plurality of rows on the ground, a horizontal beam is connected to the upper part of the vertical columns, and a roof is arranged on the upper part of the horizontal beam,
A support member installation step in which a vertical support member is installed to support the horizontal beam on the top of the vertical column upward from the ground;
A plinth release step in which the above-mentioned support member is raised to a preset height and the plinth is released;
A movable body installation step in which a movable body is installed at the location of the released foundation for horizontal movement of the building; and
Including a horizontal movement step of moving the building placed on the above moving body horizontally through the above moving body,
A method for moving a building, characterized in that the above-mentioned support beam installation step and the above-mentioned plinth release step are performed for a row among the plurality of rows of plinths arranged in the width-wise central portion of the building, and then sequentially performed for other rows adjacent to the row in the width-wise central portion. delete In the first paragraph,
A method for moving a building, characterized in that when the support stake installation step and the stake release step are performed for one of the plurality of columns of the above-mentioned columns, the support stake installation step and the stake release step are sequentially performed for a plurality of pillars included in the one column, from the pillar arranged at the front end of the one column toward the pillar arranged at the rear end. In the first paragraph,
A method for moving a building, characterized in that in the above-mentioned moving body installation step, the moving body is installed so as to extend in the longitudinal direction of each row immediately after the release of the plinth for each row of the plinth is completed. In paragraph 4,
A method for moving a building, characterized in that the above-mentioned moving body installation step is performed for a row in the widthwise central portion among the plurality of rows of the above-mentioned columns, and then sequentially performed for other rows adjacent to the row in the widthwise central portion. In paragraph 4,
The above mobile installation step is,
A floor plate arrangement step in which wooden floor plates are arranged on the ground of the above-mentioned column so as to extend in the longitudinal direction of the column after the above-mentioned release of the main beam has been completed;
A roller arrangement step in which a plurality of metal rollers are arranged at preset intervals along the length direction of the floor plate on the floor plate; and
A method for moving a building, characterized by including a frame installation step in which a horizontal metal frame is installed between the plurality of metal rollers and the lower end of the pillar. In Article 6,
A method for moving a building, characterized in that a wooden support plate is pre-attached to the lower surface of the horizontal frame. A method for moving a building in which a plurality of vertical columns are arranged on a plurality of foundations arranged in a plurality of rows on the ground, a horizontal beam is connected to the upper part of the vertical columns, and a roof is arranged on the upper part of the horizontal beam,
A support member installation step in which a vertical support member is installed to support the horizontal beam on the top of the vertical column upward from the ground;
A plinth release step in which the above-mentioned support member is raised to a preset height and the plinth is released;
A hydraulic jack installation step in which a hydraulic jack is installed at the location of the released foundation for vertical movement of the building; and
Including a vertical movement step of moving the structure placed on the hydraulic jack in a vertical direction through the hydraulic jack,
A method for moving a building, characterized in that the above-mentioned support beam installation step, the above-mentioned plinth release step, and the above-mentioned hydraulic jack installation step are performed for a row among the plurality of rows of plinths arranged in the widthwise central portion of the building, and then sequentially performed for other rows adjacent to the row in the widthwise central portion. delete In Article 8,
The above hydraulic jack installation steps are:
A step of arranging supports at the positions of each released column among the plurality of columns of the above columns from which the column has been released;
A step of arranging a horizontal frame between the support and the column so that the above-mentioned main beam extends in the direction of the extended column; and
A method for moving a building, comprising a step of arranging a plurality of hydraulic jacks at different locations from the support beam at the lower portion of the horizontal frame. In Article 10,
A method for moving a building, characterized in that, in the above hydraulic jack installation step, a plurality of position detection sensors for detecting the height of the horizontal frame are arranged spaced apart from each other on the upper surface of the horizontal frame. In Article 11,
In the above hydraulic jack installation step, after all of the hydraulic jacks corresponding to the lower portions of the plurality of columns are installed,
A method for moving a building, characterized in that in the vertical movement step, the plurality of hydraulic jacks are driven by the control unit based on the signal of the position detection sensor. In Article 12,
The above vertical movement step is,
A first movement step in which the initial values of multiple position detection sensors are set to 0 and the multiple hydraulic jacks are driven simultaneously to the target height with the same output; and
After the first movement step, based on the output value of each position detection sensor, a second movement step is included in which, among the plurality of hydraulic jacks, a hydraulic jack corresponding to a position detection sensor whose value is different from the target height is driven again to the target height.
A method for moving a building, characterized in that the first movement step and the second movement step are repeatedly performed up to a preset final height.