KR200366291Y1 - Wall form climbing system for constructing concrete wall of high-rise buldings - Google Patents

Abstract

The present invention provides a formwork elevating system for constructing a concrete wall of a high-rise building that can be installed by curing the concrete while automatically moving the formwork from the bottom to the top. Such a formwork lifting system consists of an upper workbench and a lower workbench. The upper workbench is equipped with a formwork crane for moving the formwork to a position for placing concrete, and a formwork crimp for supporting the formwork. The lower workbench is coupled to the lower part of the upper workbench to support the upper workbench and is supported by a plurality of anchor bolts installed at predetermined intervals perpendicular to the already cured concrete wall and operated by a driving motor powered by electricity. The lifting means is installed and moved to the position of the upper anchor bolt, thereby moving the upper workbench to the position for placing the upper concrete. At this time, the lifting means is composed of a moving unit, a plurality of guiding units, a sliding beam and a driving unit.

Description

Formwork lifting system for concrete wall construction of high-rise building {WALL FORM CLIMBING SYSTEM FOR CONSTRUCTING CONCRETE WALL OF HIGH-RISE BULDINGS}

The present invention relates to a formwork elevating system for the construction of concrete walls of high-rise buildings, and more specifically, to construct and cure concrete while moving the formwork in order to construct the outer walls of high-rise buildings. It relates to a formwork lifting system for concrete wall construction.

In general, formwork is used in various construction and civil works such as houses, apartment buildings, dams, bridges, tunnels, water and sewage, subway construction. Currently, the formwork is reducing the cost by increasing the number of times of use by mainly applying a steel form (steel form) showing a simple structure and a variety of functions. In the early days, such steel foams were used in large-scale buildings, such as high-rise buildings, as a single piece, largely assembled, and lifted by cranes. Techniques for constructing a concrete wall of a high-rise building to be applied in this way include the Republic of Korea Utility Model No. 0219810 "Turn Buckle Adjusting Device of Formwork System for Exterior Wall".

On the other hand, Republic of Korea Patent No. 0152384 "Wallform lower fixing device" provides a formwork (wallform) for the construction of the concrete wall formed with the separation part integrally on both sides of the bottom of the plywood, and the upright plate and the support rotary shaft on the lower side of the wall foam It is proposed a technology that can easily detach the walfoam from the concrete wall by rotating the support jaw of the support rotation shaft by installing a fixed part having a.

However, the conventionally proposed techniques have a problem in that time and cost are high due to the installation and dismantling of the formwork because the formwork must be manually installed and dismantled. Particularly, in order to construct a concrete wall of a high-rise building, a workbench for formwork must be separately configured, which increases the time and cost and increases the risk of a safety accident.

The present invention is to solve this problem, the purpose of the formwork for the concrete wall construction of a new type of high-rise building that can be constructed while moving the formwork from the bottom to the upper surface automatically when the concrete wall construction To provide a lift system.

In particular, the present invention is to provide a formwork elevating system for the construction of a concrete wall of a new type of high-rise building so that the work to continuously raise the formwork when the outer wall construction of the high-rise building is automatically made.

1 is a view for explaining the overall configuration of the formwork lifting system according to the present invention;

2 is a partial cross-sectional view showing an enlargement of the lifting means of the formwork lifting system according to a preferred embodiment of the present invention;

3a to 3c are views showing briefly the assembly process after disassembling each component in order to explain in detail the lifting means of the formwork lifting system according to a preferred embodiment of the present invention;

4 is a plan view showing a coupling structure of the sliding beam in the formwork lifting system according to a preferred embodiment of the present invention;

5A to 5D are views sequentially showing a method of constructing a concrete wall using a formwork elevating system according to a preferred embodiment of the present invention.

Explanation of symbols on the main parts of the drawings

10: formwork elevating system 20: lower work platform

30: work bench 32, 202: horizontal support

34, 204: vertical support 50: lifting means

60: guiding unit 62: anchor bracket

64: first guiding outer plate 66: slot

68: clamping plate

70: first guiding inner plate 74: locking pin

80: sliding beam 82: first sliding plate

83: connecting plate 84: second sliding plate

86: clamping hole 90: drive unit

92 drive screw 94 first screw holding block

96: second screw holding block 98: drive motor plate

100: drive motor 110: moving unit

112: support beam 114: locking plate

115: locking hole 116: second guiding roller

130: support bracket 200: upper work table

210: formwork crane 220: formwork crimp

300: formwork 310, 310 ': anchor bolt

500, 510, 520, 530, 540, 550: concrete wall

According to the features of the present invention for achieving the above object, the present invention is for the construction of concrete walls of high-rise building to enable the construction of concrete walls by placing and curing the concrete while automatically moving the formwork from the bottom to the top A formwork elevating system comprising: a formwork crane for moving the formwork to a position for placing concrete, an upper work platform provided with a formwork crimp for supporting the formwork; Lifted by a plurality of anchor bolts coupled to the lower part of the upper workbench to support the upper workbench, and are supported by a plurality of anchor bolts installed at predetermined intervals perpendicular to the already cured concrete wall and powered by electricity. The means includes a lower workbench for moving the upper workbench to a position for placing concrete of the upper part by moving to the position of the upper anchor bolt.

In this invention, the elevating means is coupled to the plurality of anchor bolts, respectively, a plurality of guiding units aligned vertically with respect to the concrete wall, and a work platform consisting of a combination of a horizontal support and a vertical support for the concrete wall A mobile unit coupled vertically, a sliding beam slidably coupled to the guiding unit and the mobile unit, and the driving motor coupled to a lower portion of the sliding beam, and allowing a screw movement to the sliding beam and the mobile unit And a driving unit having a driving screw coupled and rotated by the driving motor. The driving motor is rotated forward to move the sliding beam along the guiding unit to the upper guiding unit, and then the driving motor is moved. Move the mobile unit upward by rotating in reverse You can.

In the present invention, the guiding unit includes an anchor bracket fixed to the anchor bolt, a clamping plate hinged to the anchor bracket so as to be rotatable in the same direction as the moving direction of the sliding beam at the top of the anchor bracket; A locking pin coupled to a lower portion of the anchor bracket to protrude outwardly of the anchor bracket, the sliding beam includes a clamping hole into which the clamping plate is inserted, and the mobile unit includes the guiding unit The locking pin is provided on the locking pin when the locking pin is coupled to the locking pin, and the clamping plate is coupled to the clamping hole of the sliding beam to support the sliding beam when the sliding beam is coupled to the guiding unit. The mobile unit is connected to the guiding unit. When locked, the locking pin may be inserted into the anchor bracket to support the mobile unit by engaging the locking hole.

According to the features of the present invention for achieving the above object, the present invention is for the construction of concrete walls of high-rise building to enable the construction of concrete walls by placing and curing the concrete while automatically moving the formwork from the bottom to the top A formwork elevating system, comprising: a moving unit for supporting a formwork and a workbench for moving to a position to form a concrete wall; A plurality of guiding units coupled to a plurality of anchor bolts installed at predetermined intervals perpendicular to the already cured concrete wall and vertically aligned with respect to the concrete wall; A sliding beam slidably coupled to the guiding unit and the mobile unit; A drive motor is coupled to the lower portion of the sliding beam, and includes a drive unit having a drive screw coupled to the sliding beam and the mobile unit to enable a screw movement is rotated by the drive motor, the forward rotation of the drive motor By moving the sliding beam along the guiding unit to the upper guiding unit, the driving motor is reversely rotated to move the mobile unit upward.

In the present invention, the sliding beam has a first sliding plate and a second sliding plate formed in an H-beam shape and formed in parallel to each other in a vertical direction, and the guiding unit is coupled to the first sliding plate, The moving unit may be coupled to the second sliding plate.

In the present invention, the guiding unit has an opening surface up and down in the direction of the sliding beam, an anchor bracket fixed to the anchor bolt, and the first sliding plate inside the opening surface in the direction of the sliding beam. First and second guiding outer and inner plates coupled to the anchor bracket to be coupled to each other so as to be supported before and after the first sliding plate, and the anchor to be rotatable in the same direction as the moving direction of the sliding beam at the top of the anchor bracket. And a clamping plate hinged to the bracket, the sliding beam having a clamping hole into which the clamping plate is inserted, and the clamping plate of the sliding beam when the sliding beam is inserted into and coupled to the anchor bracket. The slab is coupled to the clamping hole It can be adapted to support the guiding beam.

In the present invention, the mobile unit has an opening surface up and down in the direction of the sliding beam, a support beam coupled with a support bracket for supporting the work table, and the second inside of the opening surface in the direction of the sliding beam. A plurality of second guiding rollers installed in the support beam so as to be coupled to the sliding plate so as to be supported before and after the second sliding plate, and formed to protrude in the direction of the sliding beam from an upper portion of the support beam; A locking plate having a locking hole formed therein, the guiding unit having a locking pin coupled to a lower portion of the anchor bracket and protruding outwardly of the anchor bracket so that the mobile unit is connected to the guiding unit. When locked, the locking pin is inserted into the anchor bracket to By so as to take a king hole can support the mobile unit.

1 is a view for explaining the overall configuration of the formwork lifting system according to the present invention.

Referring to FIG. 1, the formwork elevating system 10 according to the present invention includes an upper working platform 200 and a lower working platform 20. Here, the upper work platform 200 includes a formwork crane 210 for moving the formwork 300 to a position for placing concrete, and a formwork crimping tool 220 for supporting the formwork 300. The lower work bench 20 is coupled to the lower part of the upper work bench 200 and is supported by a plurality of anchor bolts 310 installed at predetermined intervals perpendicular to the already cured concrete walls 510, 520, and 530. Support the upper workbench 200. Here, the formwork crane 210 and the formwork crimp 220 may be applied to various types of devices for installing and supporting the formwork 300 in this field. And the work bench 30 consisting of the upper work table 200 and the lower work table 20 is made of a combination of the horizontal support (32, 202) and the vertical support (34, 204), which is generally an angle, iron plate, plywood Combination forms a space in which a person can carry out work or place a work, and constitutes a frame in which the lifting means 50 according to the present invention is installed.

The formwork elevating system 10 according to the present invention is installed by the elevating means 50, which is operated by the drive motor 100 for power to the lower work table 20 by moving to the position of the upper anchor bolt By raising the work bench 20, the upper work bench 200 is characterized in that it is moved to a position for placing concrete in the upper portion. The driving motor 100 applied to the present invention will be able to apply an electric motor capable of producing a high output by attaching a reducer as an electric motor capable of forward and reverse rotation.

Meanwhile, the elevating means 50 of the form elevating system 10 may be configured by applying another type of workbench. That is, by applying to various types of workbench (for example, only the lower workbench 20 may be installed and configured in FIG. 1), a system for constructing a concrete wall may be configured. The lifting means 50 is composed of a mobile unit 110, a plurality of guiding units 60, a sliding beam 80 and a drive unit 90. The mobile unit 110 supports the formwork 300 and supports the work bench 30 for moving to the position to form the concrete wall. The plurality of guiding units 60 are respectively coupled to the plurality of anchor bolts 310 installed at predetermined intervals perpendicular to the already cured concrete walls 510, 520, and 530 to be perpendicular to the concrete walls 500. Aligned. The sliding beam 80 is slidably coupled to the plurality of guiding units 60 and the moving unit 110. In addition, the driving unit 90 is coupled to the driving motor 100 to the lower portion of the sliding beam 80, and coupled to the sliding beam 80 and the mobile unit 110 to allow a screw movement by the driving motor 100. And a drive screw 92 that is rotated.

The formwork elevating system 10 having the elevating means 50 according to the present invention moves the sliding motor 80 to the upper guiding unit along the guiding unit by rotating the driving motor 100 forward. By moving the drive motor 100 in reverse, the mobile unit 110 is moved upward so that the concrete wall of the high-rise building can be easily constructed. As such, the lifting means 50 using the forward and reverse rotation of the driving motor 100 causes the sliding beam 80 to rise in the forward rotation as in the present embodiment, and the sliding beam 80 is fixed in the reverse rotation. The working table 30 is made to rise.

The formwork elevating system according to the present invention allows the formwork to be sequentially completed while automatically raising the formwork when constructing the concrete wall from the lower part of the building to the upper part, thereby minimizing the manual work for installing and dismantling the formwork. have. Therefore, not only solve the problem of high time and cost due to the installation and dismantling of the conventional formwork, it is possible to minimize the risk of safety accidents caused during the construction of the concrete wall. In addition, the formwork elevating system according to the present invention is operated by a drive motor using electricity as power, it is easy to install and maintain, it is possible to increase the field applicability. In addition, in the construction of the lifting means by applying a drive screw rotated by the drive motor, and to rise along a plurality of guiding units fixed to the cured concrete wall, it is operated by a mechanical configuration, the control is made precisely and the response force This high and automatic control enables effective construction.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings, FIGS. 2 to 5D, and like reference numerals denote like elements for performing the same function in FIGS. 1 to 5D. On the other hand, in each drawing, generally illustrated and detailed description of the configuration that can be easily seen from the device and method for constructing concrete walls using formwork in civil engineering and construction of high-rise buildings, the parts related to the present invention are briefly omitted or omitted. It is shown in the center. In particular, there are parts in which the size ratio between the elements is somewhat different or the sizes between the components coupled to each other are different. However, the differences in representation of the drawings are easily understood by those skilled in the art. A separate description is omitted.

Figure 2 is a partial cross-sectional view showing the lifting means of the formwork lifting system according to a preferred embodiment of the present invention, Figures 3a to 3c is a detail of the lifting means of the formwork lifting system according to a preferred embodiment of the present invention Figure 4 is a view briefly showing the assembly process after disassembling each component, Figure 4 is a plan view showing a coupling structure of the sliding beam in the formwork lifting system according to a preferred embodiment of the present invention.

1 to 4, the lifting means 50 according to a preferred embodiment of the present invention for constructing the formwork elevating system 10 by configuring the formwork elevating system 10 according to the present invention or by applying to other types of work platform is The mobile unit 110 includes a plurality of guiding units 60, a sliding beam 80, a driving unit 90, and the like.

In this configuration, the present embodiment forms the sliding beam 80 in the shape of an H beam. Such a sliding beam 80 is slidable to the mobile unit 110 is coupled to the guiding unit 60 and the worktable 30 is fixed to the anchor bolt 310 is fixed to the concrete wall 500 is fixed. It is simply configured. Such a sliding beam 80 has a first sliding plate 82 and a second sliding plate 84 which are formed parallel to each other in the vertical direction and are integrated by a vertical connecting plate 83. By such a configuration, the sliding beam 80 is coupled to the guiding unit 60 so that the first sliding plate 82 is slidable, and the sliding beam 80 is coupled to the moving unit 110 so that the second sliding plate 84 is slidable. As a result, even when the mobile unit 110 is stopped, the driving unit 100 rises along the guiding unit 60 by the operation of the driving motor 100. Of course, the sliding beam 80 has a coupling relationship with the guiding unit 60 and the mobile unit 110 while sliding on the guiding unit 60 and the mobile unit 110 is the configuration proposed in this embodiment. In addition, various guiding rail structures commonly applied in the industrial field may be applied.

Meanwhile, in this configuration, the guiding unit 60 includes the anchor bracket 62, the first guiding outer plate 64, the first guiding inner plate 70, the clamping plate 68, and the locking pin 74. It is made. The anchor bracket 62 is formed in a "c" shape and has an opening surface in the direction up and down in the direction of the sliding beam 80 and is fixed to the anchor bolt 310. And the first guiding outer and inner plates 64, 70, as shown in Figure 4, the first sliding plate 82 is coupled to the inner side of the opening surface in the direction of the sliding beam 80, the first sliding It is coupled to the anchor bracket 62 to be supported before and after the plate 82. Such a configuration is to allow the sliding beam 90 to be accurately inserted when the sliding beam 90 is moved from the lower guiding unit to the upper guiding unit by sliding the first sliding plate 82 precisely. The clamping plate 68 is hinged to the slot 66 formed in the anchor bracket 62 so as to be rotatable in the same direction as the moving direction of the sliding beam 80 at the top of the anchor bracket 62. The clamping plate 68 supports the sliding beam 80 while restricting the downward movement of the sliding beam 80 while the sliding beam 80 is made naturally. To this end, a clamping hole 86 into which the clamping plate 68 is inserted is formed at an upper portion of the first sliding plate 82 of the sliding beam 80. With this configuration, the clamping plate 68 is formed on the first sliding plate 82 when the first sliding plate 82 of the sliding beam 80 is inserted into and coupled to the anchor bracket 62. By naturally coupling to) to support the sliding beam 80 so as not to escape in the downward direction.

Meanwhile, the moving unit 110 includes a support beam 112, a second guiding roller 116, and a locking plate 114. The support beam 112 is formed in a "c" shape in cross section and has an opening surface in the direction up and down in the direction of the sliding beam 80. The support beam 112 is coupled to the support bracket 130 supporting the work bench 30. The second guiding roller 116 allows the second sliding plate 84 to be coupled to the inner side of the opening face in the direction of the sliding beam 80, as shown in FIG. 4, before and after the second sliding plate 84. It is installed in plurality in the interior of the support beam 112 to be supported by. The configuration of the second guiding roller 116 as a rotating roller as described above allows the first sliding plate 82 of the sliding beam 80 to be moved through surface contact to maintain accuracy, while the second sliding plate ( This is to effectively attenuate a certain amount of play generated when the sliding beam 80 is raised by allowing the 84 to move through the line contact. Of course, the second guiding roller 116 as well as the configuration proposed in this embodiment may be applied to the rolling guiding structure configured by applying a bearing, a bushing, etc. in the industry. The locking plate 114 is formed to protrude in the direction of the sliding beam 80 from the top of the support beam 112 and the locking hole 115 is formed at the bottom. This locking plate 114 is located on the side of the anchor bracket 62 when the support beam 112 reaches the position of the anchor bracket 62 of the guiding unit 60. The locking plate 114 is coupled to the lower portion of the anchor bracket 62 so that the locking holes 115 are coupled to the locking pins 74 which protrude outwardly, thereby supporting the mobile unit 110.

Meanwhile, in the formwork elevating system 10 according to the present embodiment, the drive unit 90 includes a drive screw 92 and a drive motor 100. The drive screw 92 is coupled to the sliding beam 80 by the first screw holding block 94, and the screw movement to the support beam 112 of the mobile unit 110 by the second screw holding block 96. Combined as possible. Such a driving screw 92 is configured using a square screw so as to stably raise the mobile unit 100 and the sliding beam (80). The drive motor 100 has a reverse rotation function, and is coupled to the lower portion of the sliding beam 80 by the drive motor plate 98 to rotate the drive screw 92. The driving unit 90 rotates the driving motor 100 forward to move the sliding beam 80 along the guiding unit to the upper guiding unit, and then rotates the driving motor 100 in reverse to move the driving unit ( 110 is moved to the top.

5A to 5D are views sequentially showing a method of constructing a concrete wall using a formwork elevating system according to a preferred embodiment of the present invention.

5A to 5D, the formwork elevating system 10 according to the preferred embodiment of the present invention allows the concrete wall 500 to be constructed while sequentially moving from the bottom to the top of the building as described above. That is, when curing of the top concrete wall 550 is completed in the state as shown in FIG. 1, as shown in FIG. 5A, the formwork crimping plate 220 installed on the upper worktable 200 is released and the formwork 300 is removed by the formwork crane 210. It is separated from the concrete wall 550. At this time, the concrete wall 500 is provided with anchor bolts 310 'installed when the concrete is poured. And as shown in Figure 5b to install the guiding unit 60 according to the embodiment of the present invention in the anchor bolt 310 'is completed curing, see the locking pin 74 of the lower guiding unit 60, Figure 3c When the driving motor 100 is operated after removing the), the sliding beam 80 rises and moves to the upper guiding unit 60. In this state, when the driving motor 100 is reversely rotated, as shown in FIG. 5C, the work bench 30 rises to move the upper work bench 200 to the upper floor to which concrete is to be poured. Then, as shown in FIG. 5d, the formwork crane 210 moves the formwork 300 to a position where a concrete wall is to be formed, and the position is fixed by the formwork crimp 220 installed on the upper worktable 200.

The formwork elevating system 10 according to the present invention is to be able to easily construct a concrete wall 500 of a high-rise building by repeating the above operation.

As described above, the formwork elevating system for the concrete wall construction of a high-rise building according to a preferred embodiment of the present invention is shown according to the above description and drawings, but this is merely described as an example and does not depart from the technical idea of the present invention. It will be apparent to those skilled in the art that various changes and modifications can be made without departing from the scope of the present invention.

According to the formwork elevating system for the concrete wall construction of high-rise building according to the present invention, when the concrete wall is constructed from the lower part to the upper part of the building to automatically raise the formwork, so that the concrete wall can be completed sequentially, the installation and The manual work for dismantling can be minimized. Therefore, not only solve the problem of high time and cost due to the installation and dismantling of the conventional formwork, it is possible to minimize the risk of safety accidents caused during the construction of the concrete wall. In addition, the formwork elevating system according to the present invention is operated by a drive motor using electricity as power, it is easy to install and maintain, it is possible to increase the field applicability. In addition, in the construction of the lifting means by applying a drive screw rotated by the drive motor, and to rise along a plurality of guiding units fixed to the cured concrete wall, it is operated by a mechanical configuration, the control is made precisely and the response force This high and automatic control enables effective construction.

Claims (7)

In the formwork elevating system for the construction of concrete walls of high-rise buildings that allow the construction of concrete walls by placing and curing concrete while automatically moving the formwork from the lower part to the upper part, A formwork crane for moving the formwork to a position for placing concrete, an upper work bench provided with a formwork crimp for supporting the formwork; Lifted by a plurality of anchor bolts coupled to the lower part of the upper workbench to support the upper workbench, and are supported by a plurality of anchor bolts installed at predetermined intervals perpendicular to the already cured concrete wall and powered by electricity. Formwork lifting system for the construction of a concrete wall of a high-rise building, characterized in that it comprises a lower worktable for moving the upper workbench to the position for placing concrete of the upper portion by moving to the position of the upper anchor bolt is installed. The method of claim 1, The elevating means is a plurality of guiding units coupled to the plurality of anchor bolts, respectively, aligned vertically with respect to the concrete wall; A mobile unit coupled to a workbench made of a combination of a horizontal support and a vertical support so as to be perpendicular to the concrete wall; A sliding beam slidably coupled to the guiding unit and the mobile unit, The drive motor is coupled to the lower portion of the sliding beam, and coupled to the sliding beam and the mobile unit to enable a screw movement comprising a drive unit having a drive screw rotated by the drive motor, the drive motor is fixed After moving the sliding beam to the upper guiding unit along the guiding unit by rotating the drive motor, the formwork for the concrete wall construction of the high-rise building, characterized in that for moving the moving unit to the upper system. The method of claim 2, The guiding unit and the anchor bracket is fixed to the anchor bolt, A clamping plate hinged to the anchor bracket so as to be rotatable in the same direction as the moving direction of the sliding beam at the upper part of the anchor bracket; A locking pin coupled to a lower portion of the anchor bracket so that both ends protrude outward of the anchor bracket; The sliding beam has a clamping hole into which the clamping plate is inserted, The mobile unit has a locking hole that is engaged on the locking pin when the locking pin is coupled to the guiding unit, The clamping plate is coupled to the clamping hole of the sliding beam when the sliding beam is coupled to the guiding unit to support the sliding beam, and the locking pin is anchored when the mobile unit is coupled to the guiding unit. A formwork elevating system for constructing a concrete wall of a high-rise building, characterized in that for supporting the mobile unit by inserting into the bracket so that the locking hole is caught. In the formwork elevating system for the construction of concrete walls of high-rise buildings that allow the construction of concrete walls by placing and curing concrete while automatically moving the formwork from the lower part to the upper part, A moving unit for supporting a formwork and supporting a work table for moving to a position to form a concrete wall; A plurality of guiding units coupled to a plurality of anchor bolts installed at predetermined intervals perpendicular to the already cured concrete wall and vertically aligned with respect to the concrete wall; A sliding beam slidably coupled to the guiding unit and the mobile unit; A drive motor is coupled to the lower portion of the sliding beam, and includes a drive unit having a drive screw coupled to the sliding beam and the mobile unit to enable a screw movement is rotated by the drive motor, the forward rotation of the drive motor After moving the sliding beam along the guiding unit to the upper guiding unit, the formwork elevating system for the construction of the concrete wall of the high-rise building, characterized in that to move the moving unit to the upper by rotating the drive motor . The method of claim 4, wherein The sliding beam has a first sliding plate and a second sliding plate which are formed in an H-beam shape and formed in parallel to each other in a vertical direction, the guiding unit is coupled to the first sliding plate, and the moving unit is configured to the first sliding plate. Formwork lifting system for the concrete wall construction of high-rise building, characterized in that coupled to the sliding plate. The method of claim 5, wherein The guiding unit has an opening surface up and down in the direction of the sliding beam, the anchor bracket fixed to the anchor bolt, First guiding outer and inner plates coupled to the anchor bracket so that the first sliding plate is coupled to the inner side of the opening in the direction of the sliding beam so as to be supported before and after the first sliding plate; A clamping plate which is hinged to the anchor bracket so as to be rotatable in the same direction as the movement direction of the sliding beam at the upper part of the anchor bracket, The sliding beam has a clamping hole into which the clamping plate is inserted, and the clamping plate is coupled to the clamping hole of the sliding beam to support the sliding beam when the sliding beam is inserted into and coupled to the anchor bracket. Formwork lifting system for the concrete wall construction of high-rise building, characterized in that. The method according to claim 5 or 6, The mobile unit has an opening surface up and down in the direction of the sliding beam, the support beam coupled to the support bracket for supporting the work table; A second guiding roller installed in a plurality of inside of the support beam such that the second sliding plate is coupled to the inside of the opening surface in the direction of the sliding beam so as to be supported before and after the second sliding plate; A locking plate formed to protrude in the direction of the sliding beam from the upper portion of the support beam and having a locking hole formed at a lower portion thereof; The guiding unit is provided with a locking pin coupled to the lower portion of the anchor bracket so that both ends protrude out of the anchor bracket, And the locking unit is inserted into the anchor bracket when the mobile unit is coupled to the guiding unit to support the mobile unit by locking the locking hole.