KR102027499B1 - Slip form apparatus using tower structure and having member for transportation and method for forming vertical structure - Google Patents

Abstract

A slip form apparatus includes: a tower structure fixed to the ground; a support structure held on the tower structure; a lifting device provided between the support structure and the tower structure, coupled to the support structure and capable of lifting the support structure; a slip structure coupled to the support structure, provided on a side portion of the support structure and having a mold panel; and a moving means added to the tower structure. The tower structure includes a base block fixed to the ground, is provided with an addition block provided on the base block, and increases height in accordance with addition of the addition block.

Description

SLIP FORM APPARATUS USING TOWER STRUCTURE AND HAVING MEMBER FOR TRANSPORTATION AND METHOD FOR FORMING VERTICAL STRUCTURE}

The present invention relates to a slip foam device, and more particularly, to a slip foam device using a tower structure and a vertical structure forming method using the same.

Generally, slip foam pouring is used to construct concrete structures such as bridges, overpass piers, and concrete walls of coal storage. The slip foam pouring method is a method of constructing a concrete structure by using a slip foam in which concrete is poured while continuously raising the formwork panel by a certain height without using a stationary formwork panel.

The slip foam device used in the slip foam method uses a yoke and a rod fixed to the yoke to fix the formwork panel forming the wall. However, such a yoke has a problem of causing inconveniences when the workers located on the workbench proceed with the work. In addition, due to the rod has a large amount of steel, the rod may interfere with the reinforcing reinforcing bar in the wall construction. In addition, when constructing a large wall, a large number of hydraulic cylinders are required, because it is difficult to control precisely, it is difficult to maintain stability and verticality.

The present invention is to solve the above problems, to provide a slip foam device using a tower structure that does not use yokes and rods.

Another object of the present invention is to provide a method for forming a vertical structure using a tower lift method.

Slip foam device according to an embodiment of the present invention, the tower structure fixed to the ground, the support structure mounted on the tower structure, disposed between the support structure and the tower structure, is coupled to the support structure and the support structure And a pulling device coupled to the support structure, disposed on the side of the support structure, a slip structure including a formwork panel, and a moving means added to the tower structure. The tower structure includes a base block fixed to the ground, the additional block is disposed above the base block, the height increases with the addition of the additional block.

According to one embodiment, the pulling device comprises a plurality of pulling members, each pulling member includes a main body and a cylinder rod withdrawable from the main body, the pulling of the support structure by drawing the cylinder rod from the main body Is done.

According to one embodiment, the further block comprises a first vertical extension and a second vertical extension, having a shape extending in the vertical direction and spaced apart from each other. The additional block further includes a first horizontal extension connected to a lower end of the first vertical extension and the second vertical extension and a second horizontal extension connected to an upper end of the first vertical extension and the second vertical extension. Include. The moving means includes a ladder fixed to the first horizontal extension and the second horizontal extension.

According to one embodiment, the further block comprises a first vertical extension and a second vertical extension, having a shape extending in the vertical direction and spaced apart from each other. The additional block further includes a first horizontal extension connected to a lower end of the first vertical extension and the second vertical extension and a second horizontal extension connected to an upper end of the first vertical extension and the second vertical extension. Include. The moving means includes a stairway fixed to the first horizontal extension part and the second horizontal extension part.

According to an embodiment of the present invention, the moving unit may include a transport unit capable of accommodating a worker or a tool, a control unit providing power for vertical movement of the transport unit, and a transport cable connecting the control unit and the transport unit to provide a tension force. It includes an elevator that includes. The transport portion is disposed adjacent to the pulling device, under the support portion of the support structure. The control unit is coupled to the upper end fixed to the support portion. The support portion includes a through portion for passing the transport cable extending from the control portion.

According to one embodiment, the lower end of the impression guide is coupled with the vertical retention member, the vertical retention member is coupled to the guide portion and the guide portion extending in the lower direction from the lower end of the impression guide, A slipping part is in contact with a side surface, wherein the slipping part includes a fluororesin and has a plate shape.

Method of forming a vertical structure according to an embodiment of the present invention, the step of installing a base block on the ground, mounting a support structure coupled with the slip structure and the lifting device on the base block and the formwork panel of the slip structure Providing concrete to form a wall. The base block includes a vertical fixing portion having a penetrating portion extending in a horizontal direction at the upper end, and the support structure includes an impression guide extending in a lower direction and having a penetrating portion at the lower end. In the method of forming the vertical structure, using the lifting device to raise the support structure to slip the formwork panel from the wall, inserting the penetrating member into the penetrating portion of the vertical fixing portion and the penetrating portion of the pulling guide. And placing an additional block between the pulling device and the base block and providing concrete to the formwork panel of the slip structure to increase the height of the wall. The additional block or the support structure is combined with a moving means for vertical movement of the worker.

According to the present invention, by mounting the slip foam structure on the tower structure, by adding an additional block to increase the height of the tower structure, it is possible to raise the slip foam structure. Therefore, unlike the conventional method, it may not use a yoke that may interfere with the operation, and does not use a rod connected to the hydraulic jack and inserted into the wall, thereby improving the ease of operation and economy.

In addition, the movement of the worker can be made convenient by adding the moving means available to the worker to the tower structure.

1 to 3 are side views for explaining a slip foam device and an installation method according to an embodiment of the present invention.
4 to 9 are side views illustrating a process of raising the slip foam device according to an embodiment of the present invention.
Fig. 10 is an enlarged view showing the joining area A of the base block and the additional block.
FIG. 11 is a side view illustrating a tower structure and a supporting structure mounted on the tower structure in the slip foam apparatus according to the exemplary embodiment of the present invention.
12 is an enlarged side view of the horizontal holding member in the slip foam apparatus according to the exemplary embodiment of the present invention.
FIG. 13 is an enlarged plan view of the horizontal holding member in the slip foam apparatus according to the exemplary embodiment of the present invention. FIG.
14 to 16 are side views illustrating a slip foam device and a process of raising the same according to embodiments of the present invention.

Hereinafter, a slip foam apparatus and a vertical structure forming method according to an embodiment of the present invention will be described in detail with reference to the accompanying drawings. As the inventive concept allows for various changes and numerous embodiments, particular embodiments will be illustrated in the drawings and described in detail in the text. However, this is not intended to limit the present invention to the specific disclosed form, it should be understood to include all modifications, equivalents, and substitutes included in the spirit and scope of the present invention. In describing the drawings, similar reference numerals are used for similar elements. In the accompanying drawings, the dimensions of the structures are shown in an enlarged scale than actual for clarity of the invention.

Terms such as first and second may be used to describe various components, but the components should not be limited by the terms. The terms are used only for the purpose of distinguishing one component from another. For example, without departing from the scope of the present invention, the first component may be referred to as the second component, and similarly, the second component may also be referred to as the first component.

The terminology used herein is for the purpose of describing particular example embodiments only and is not intended to be limiting of the invention. Singular expressions include plural expressions unless the context clearly indicates otherwise. In this application, the terms "comprise" or "have" are intended to indicate that there is a feature, number, step, action, component, part, or combination thereof described on the specification, and one or more other features. It is to be understood that the present invention does not exclude the possibility of the presence or the addition of numbers, steps, operations, components, parts, or combinations thereof.

1 to 3 are side views for explaining a slip foam device and an installation method according to an embodiment of the present invention.

Referring to Figure 1, first install the base block on the ground. For example, the base block may include a first vertical fixing part 12 and a second vertical fixing part 14 having a shape extending in a vertical direction and spaced apart from each other. The first vertical fixing part 12 and the second vertical fixing part 14 may be coupled to each other by a horizontal connection part 16.

The horizontal connecting portion 16 may connect the first vertical fixing portion 12 and the second vertical fixing portion 14 to increase structural stability of the tower structure. For example, the horizontal connecting portion 16 may be connected to the side portion of the first vertical fixing portion 12 and the side portion of the second vertical fixing portion 14, and may be rotated to a certain degree when an external force is applied. The junction can be hinged. According to one embodiment, the plurality of horizontal connecting portion 16 may be coupled, the plurality of horizontal connecting portion, for example, the first vertical fixing portion 12 and the second vertical to cross each other in a side view, for example. It may be coupled to the fixing portion (14).

It is preferable that the first vertical fixing portion 12 and the second vertical fixing portion 14 are firmly fixed to the ground (bottom surface) through, for example, an anchor.

The first vertical fixing part 12 and the second vertical fixing part 14 include penetrating parts 13 and 15, respectively. For example, the through parts 13 and 15 may horizontally penetrate each of the first vertical fixing part 12 and the second vertical fixing part 14. Fixing members may be inserted into the through parts 13 and 15, which will be described later.

2, a slip foam structure is mounted on the base block. The slip foam structure includes an impression device, a support structure supported and lifted by the impression device, and a slip structure coupled to the support structure and disposed on the side of the support structure.

The said pulling apparatus is arrange | positioned on the said base block. Thus, the pulling device is arranged between the base block and the support structure.

For example, the pulling device may include a first pulling member 22 disposed on the first vertical fixing portion 12 and a second pulling member 24 disposed on the second vertical fixing portion 22. Can be. For example, each of the pulling members may be a hydraulic jack including a main body and a cylinder rod that can be pulled out of the main body.

The support structure includes a support part 31 disposed on the pulling device and coupled with the support part 31 supported by the lifting device. According to one embodiment, the pulling device may be fixed to the support 31 or the pulling guide. According to one embodiment, the impression guide may extend vertically, surrounding the side of the impression device. In addition, the impression guide may extend to face the side of the base block. Thus, in total, in the slip foam device, the pulling device and the tower structure may have a shape inserted into the support structure.

According to one embodiment, the impression guide, the first impression guide 32 facing the side of the first vertical fixing portion 12 and the second impression facing the side of the second vertical fixing portion 14 Guide 34 may be included.

The support structure is coupled with the slip structure. For example, the slip structure may be disposed on one side of the support structure. According to one embodiment, the slip structure comprises a slip guide and a formwork panel coupled to the slip guide.

For example, the slip guide may include a first vertical guide 42 and a second vertical guide 44 that are horizontally spaced apart from each other, and the first vertical guide 42 and the second vertical guide 44 are horizontally spaced apart from each other. It may further include a guide connecting portion 45 for connecting the.

The formwork panel may be disposed between the first vertical guide 42 and the second vertical guide 44. For example, the formwork panel may include a first vertical panel 46 coupled to the first vertical guide 42 and a second vertical panel 48 coupled to the second vertical guide 44. . Although the formwork panel is shown as being spaced apart from the ground in FIG. 2, the present invention is not limited thereto, and the formwork panel may be lowered or extended to be substantially in contact with the ground at an early stage of concrete pouring.

The support structure and the slip structure may be spaced apart in the horizontal direction, and may be connected by a coupling member 49 or the like. For example, a coupling member 49 may be disposed between the impression guide of the support structure and the vertical guide of the slip structure, and the coupling member 49 may be at the side of the impression guide and the side of the vertical guide, respectively. Can be combined. For example, the coupling member 49 may be arranged in such a manner that a plurality of bars cross on a side view.

The slip foam device may further include a workbench for concrete pouring work. For example, an upper work bench 52 and a lower work bench 54 may be disposed between the side of the impression guide and the side of the vertical guide.

According to one embodiment, the slip structure may be disposed on both sides of the support structure. However, the present invention is not limited thereto, and the slip foam device of the present invention may have various configurations.

Referring to FIG. 3, concrete is provided to the formwork panel to form a wall 60. For example, concrete may be provided into the formwork panel through the concrete supply pipe 62.

4 to 9 are side views illustrating a process of raising the slip foam device according to an embodiment of the present invention. Fig. 10 is an enlarged view showing the joining area A of the base block and the additional block.

Referring to FIG. 4, the first lifting member 22 and the second pulling member 24 of the pulling apparatus are operated to raise the support structure. According to one embodiment, the first pulling member 22 and the second pulling member 24 comprise a main body and cylinder rods 23 and 25 which can be pulled out of the main body. According to an embodiment, the main body of the pulling member may contact the support part 31, and the cylinder rod of the pulling member may contact the base block. However, this is an exemplary configuration, and in another embodiment, the body of the pulling member may contact the base block, and the cylinder rod of the pulling member may contact the support 31.

For example, when hydraulic pressure is provided to the first pulling member 22 and the second pulling member 24, the cylinder rod 23, the main body of the first pulling member 22 and the second pulling member 24, is provided. By pulling out 25, the main body of the first pulling member 22 and the second pulling member 24 and the supporting structure supported by the second pulling member 24 can move upward.

According to one embodiment, the lifting of the support structure, the through portion 33 of the lower end of the first impression guide and the through portion 13 of the first vertical fixing portion 12 is aligned, the second impression The through part 35 of the lower end of the guide and the through part 15 of the second vertical fixing part 14 may be performed to be aligned.

Referring to FIG. 5, a shear member 56 penetrating through a through portion of the pulling guide and a through portion of the vertical fixing portion is inserted. For example, the shear member 56 includes a through portion 33 at the bottom of the first impression guide, a through portion 13 of the first vertical fixing portion 12, and a through portion at the bottom of the second impression guide. It may pass through the through portion 15 of the 35 and the second vertical fixing portion (14). An embodiment of the present invention is not limited thereto, and for example, a first shear member penetrating the through part 33 of the lower end of the first impression guide and the through part 13 of the first vertical fixing part 12. And a second shear member penetrating the through portion 35 of the lower end of the second impression guide and the through portion 15 of the second vertical fixing portion 14.

Referring to FIG. 6, the hydraulic pressure is removed from the pulling device, and the cylinder rods 23 and 25 of the first pulling member 22 and the second pulling member 24 are moved upward so as to be accommodated in the main body.

Thus, a space is formed between the pulling device and the base block by separating the pulling device and the base block.

According to this embodiment, since the shear member 56 penetrates the penetrating portion of the pulling guide and the penetrating portion of the vertical fixing portion, even if the pulling device does not support the supporting structure, the support structure and the base block are separated. The vertical position can be maintained.

Referring to FIG. 7, an additional block is disposed between the pulling device and the base block. In the slip foam device according to an embodiment of the present invention, the tower structure may include the base block and the additional block.

The additional block may have a configuration similar to that of the base block. For example, the additional block may include a first vertical extension 72 and a second vertical extension 74 that have a shape extending in the vertical direction and spaced apart from each other. The first vertical extension portion 72 and the second vertical extension portion 74 may be coupled to each other by a horizontal connection portion 76.

For example, the first vertical extension portion 72 may be disposed on the first vertical fixing portion 12 of the base block, and the second vertical extension portion 74 may be the second vertical fixing portion 14. ) May be disposed above.

The first vertical extension portion 72 and the second vertical extension portion 74 include penetrating portions 73 and 75, respectively. For example, the through parts 73 and 75 may horizontally penetrate upper ends of each of the first vertical extension part 72 and the second vertical extension part 74. The through parts 73 and 75 may be used to insert a shear member that couples the additional block and the support structure in the same manner as the through part of the vertical fixing part.

According to one embodiment, the base block and the additional block may be coupled by a coupling member.

For example, referring to FIG. 10, a lower end of the first vertical extension part 72 and an upper end of the first vertical fixing part 12 may contact each other. The vertical coupling member 82 may have a plate shape continuously contacting one side of the first vertical extension part 72 and one side of the first vertical fixing part 12. The first coupling bolt 84a is coupled through the vertical coupling member 82 and the first vertical fixing part 12, and the second coupling bolt 84b is the vertical coupling member 82 and the first coupling member. It can be coupled through the vertical extension (72). Accordingly, the first vertical extension part 72 and the first vertical fixing part 12 may be coupled.

Next, referring to FIG. 8, the pulling device operates the lifting device to support the support structure. For example, by pulling the cylinder rods 23 and 25 of the first pulling member 22 and the second pulling member 24 into contact with the upper end of the additional block and applying hydraulic pressure, the pulling apparatus is connected to the support structure. To accommodate the vertical load of

9, the shear member 56 is removed and the support structure is raised by operating the first pulling member 22 and the second pulling member 24 of the pulling apparatus. For example, when hydraulic pressure is provided to the first pulling member 22 and the second pulling member 24, the cylinder rod 23, the main body of the first pulling member 22 and the second pulling member 24, is provided. By taking out 25, the main body of the said 1st impression member 22 and the 2nd impression member 24 can move to an upper direction. Thus, the support structure can be raised.

According to one embodiment, the lifting of the support structure, the through portion 33 of the lower end of the first impression guide 32 and the through portion 73 of the first vertical extension portion 72 is aligned, The through part 35 of the lower end of the second impression guide 34 and the through part 75 of the second vertical extension part 74 may be aligned.

Next, by repeating the method as shown in Figs. 5 to 8, a block may be added above the additional block. The additional block may be added an appropriate number to correspond to the height of the wall to be formed.

According to one embodiment of the present invention, the slip foam structure is mounted on the tower structure, and by adding an additional block to increase the height of the tower structure, it is possible to raise the slip foam structure. Therefore, unlike the conventional method, it may not use a yoke that may interfere with the operation, and does not use a rod connected to the hydraulic jack and inserted into the wall, thereby improving the ease of operation and economy.

The slip guide and the formwork panel move upwards when the support structure is raised so that the formwork panel can slip from the wall 60.

After the formwork panel is slipped from the wall 60, by adding concrete to the formwork panel and pouring, the height of the wall 60 may be increased to form a vertical structure. The casting of the concrete may proceed after raising the support structure, proceed after inserting the shear member, or after adding additional blocks.

In Figures 2 to 9, the base block and the additional block are shown to include two support members spaced apart from each other, but this is by cross-sectional or side view, for example, the base block and the additional block may have four support members. It may include. In addition, the pulling device may also include four pulling members.

In an embodiment of the invention, the tower structure may comprise a base block and / or an additional block. In addition, the vertical fixing portion of the base block and the vertical extension of the additional block may be referred to as a vertical support member.

FIG. 11 is a side view illustrating a tower structure and a supporting structure mounted on the tower structure in the slip foam apparatus according to the exemplary embodiment of the present invention. Although not shown, a slip structure is coupled to the side of the support structure. 12 is an enlarged side view of the horizontal holding member in the slip foam apparatus according to the exemplary embodiment of the present invention, and FIG. 13 is an enlarged plan view of the horizontal holding member in the slip foam apparatus according to the exemplary embodiment of the present invention.

The tower structure may include a base block and additional blocks. The base block may include a first vertical fixing part 12 and a second vertical fixing part 14 having a shape extending in a vertical direction and spaced apart from each other.

The additional block is disposed above the base block. The additional block may include a first vertical extension 72 and a second vertical extension 74, having a shape extending in a vertical direction and spaced apart from each other.

The support structure is mounted on the tower structure, and a lift device is disposed between the tower structure and the support structure.

For example, the pulling device may include a first pulling member 22 disposed above the first vertical extension 72 and a second pulling member 24 disposed above the second vertical extension 74. Can be.

The support structure includes a support part 31 disposed on the pulling device and coupled with the support part 31 supported by the lifting device. The impression guide may include a first impression guide 32 and a second impression guide 34 facing each side of the tower structure.

Through portions are formed at upper ends of the first vertical extension portion 72 and the second vertical extension portion 74, respectively, and through portions are formed at lower ends of the first impression guide 32 and the second impression guide 34, respectively. Is formed. A shear member 56 may be inserted into the penetrating portion of the vertical extension portion and the penetrating portion of the pulling guide.

According to one embodiment, the pulling device may include a horizontal holding member 90 coupled with each pulling member. Accordingly, the horizontal holding member 90 may be mounted on the tower structure and move together as the cylinder rods 23 and 25 of the pulling member move.

According to one embodiment, the horizontal holding member 90 may be coupled to the cylinder rods 23 and 25 of the pulling member.

For example, referring to FIGS. 12 and 13, the horizontal retaining member 90 may include a frame 92 and a reinforcing member 94. For example, the frame 92 may have a rectangular frame shape in plan view. For example, the reinforcing member 94 may have a bar shape, and may extend along a diagonal of the frame 92 so that both ends may be coupled to an edge of the frame 92. According to one embodiment, two reinforcing members 94 may be disposed so as to cross each other on the plan view so as to be coupled to the four corners of the frame 92, respectively.

According to one embodiment, end portions of the cylinder rods 23 and 25 of the pulling member may be coupled to the upper surface of the frame 92 through coupling bolts 96 or the like.

As described, the pulling device may include a plurality of pulling members. Therefore, when the raising of each pulling member is not made finely, stability may fall. However, according to the embodiment of the present invention, since the plurality of pulling members are commonly coupled to the horizontal holding member 90, it is possible to improve the reliability and stability of the lifting process.

Referring to Figure 11, the lower end of the impression guide may be coupled to the vertical holding member. The vertical retaining member may prevent the support structure from tilting by slipping from the tower structure in a state of being in close contact with the tower structure when the support structure is raised.

For example, the first vertical holding member may be coupled to the lower end of the first impression guide 32. The first vertical retaining member is coupled to the guide portion 33a and the guide portion 33a extending from the lower end of the first impression guide 32, and the tower structure, for example, the first vertical extension. It may include a sliding portion 33b in contact with the side of the portion (72). The sliding part 33b may include a plate including, for example, a fluorine resin to reduce frictional force. Similarly, the second vertical retaining member is coupled to the guide portion 35a and the guide portion 35a which extend from the lower end of the second impression guide 34, and the tower structure, eg, the first 2 may include a sliding portion (35b) in contact with the side of the vertical extension (74).

The vertical retaining member may substantially constitute the lowest end of the pulling guide and, therefore, is located below the through portion of the pulling guide.

14 to 16 are side views illustrating a slip foam device and a process of raising the same according to embodiments of the present invention.

According to an embodiment of the present invention, the slip foam apparatus may be provided with a moving means for the worker.

For example, referring to FIG. 14, the slip foam device can include an elevator. The elevator may include a transport unit 112 capable of accommodating a worker or a tool, and a controller 114 for providing power for vertical movement of the transport unit 112. The controller 114 and the It may further include a transport cable 116 to provide a tensile force by connecting the transport unit 112.

For example, the transport unit 112 may be disposed below the support unit 31 adjacent to the pulling device. For example, the transport part 112 may be disposed under the support part 31 and surrounded by an impression device including a first impression member 22 and a second impression member 24.

For example, the controller 114 may be connected to the first impression guide 32 and the second impression guide 34 of the support structure, and may be coupled to the upper fixing part 36 disposed on the support part 31. Can be. The support part 31 may include a through part or an empty space through which the transport cable 116 extending from the control part 114 passes.

For example, the elevator may be installed on the supporting structure prior to stacking the tower structure, thereby increasing the height of the tower structure, and may be used as a means of transporting the workers and work tools required in the process of forming the concrete wall. have.

Referring to FIG. 15, the slip foam device may include a ladder 120 as a means of movement.

According to one embodiment, the ladder 120 may be coupled to the tower structure. For example, the additional block disposed between the pulling device and the base block may include a first vertical extension 72 and a second vertical extension 74, having a shape extending in the vertical direction and spaced apart from each other. . In addition, the additional block includes a first horizontal extension 78 and the first vertical extension 72 and the first vertical extension 72 and a lower end of the second vertical extension 74. It may further include a second horizontal extension (79) connected to the upper end of the second vertical extension (74).

The ladder 120 may be fixed to the first horizontal extension 78 and the second horizontal extension 79.

According to an embodiment, the ladder 120 may be disposed on the base block together with the additional block. Therefore, a movement means may be provided in which the worker may move in the vertical direction while forming the tower structure.

In another embodiment, the ladder 120 may be coupled to the additional block separately after installing the additional block.

A ladder may also be provided on the base block. For example, the base block may include a first vertical fixing part 12 and a second vertical fixing part 14 having a shape extending in a vertical direction and spaced apart from each other. In addition, the base block may further include a base horizontal extension portion 17 connected to the upper ends of the first vertical fixing portion 12 and the second vertical fixing portion 14, and the base horizontal extension portion 17 A ladder coupled to) may be provided.

Referring to FIG. 16, the slip foam device may include a staircase 130 as a moving means.

According to one embodiment, the stairs 130 may be coupled to the tower structure. For example, an additional block disposed between the pulling device and the base block may include a first horizontal extension 78 and a first horizontal extension 78 connected to a lower end of the first vertical extension 72 and the second vertical extension 74. It may further include a vertical extension (72) and a second horizontal extension (79) connected to the upper end of the second vertical extension (74), the stair 130 is the first horizontal extension (78) ) And the second horizontal extension 79 may be fixed.

According to an embodiment, the stairs 130 may be disposed on the base block together with the additional block. Therefore, a movement means may be provided in which the worker may move in the vertical direction while forming the tower structure.

In another embodiment, the stair 130 may be coupled to the additional block separately after installing the additional block.

A ladder may also be provided on the base block. For example, the base block may further include a base horizontal extension 17 connected to an upper end of the first vertical fixing part 12 and the second vertical fixing part 14, and the base horizontal extension part. A staircase coupled to 17 may be provided.

In the slip foam device of the embodiments shown in FIGS. 14-16, the vertical retaining member and the horizontal retaining member, shown in FIGS. 11-13, can be applied in the same manner.

While the foregoing has been described with reference to preferred embodiments of the present invention, those skilled in the art will be able to variously modify and change the present invention without departing from the spirit and scope of the invention as set forth in the claims below. It will be appreciated.

The slip foam device according to the invention can be used for the formation of concrete vertical structures in construction, bridges, plants, offshore structures and the like.

Claims (8)

A tower structure fixed to the ground;
A support structure mounted on the tower structure;
An impression device disposed between the support structure and the tower structure and coupled to the support structure and capable of raising the support structure;
A slip structure coupled to the support structure and disposed on a side of the support structure, the slip structure comprising a formwork panel; And
A moving means added to said tower structure,
The tower structure includes a base block fixed to the ground and an additional block disposed on the base block, the height increases with the addition of the additional block,
The support structure includes an impression guide extending in the lower direction to face the side of the tower structure,
The lower end of the pulling guide is coupled with the vertical holding member, and the vertical holding member is coupled to the guide part extending downward from the lower end of the lifting guide and the guide part, and includes a slip part which is in contact with the side surface of the tower structure. And the slip part comprises a fluorine resin and has a plate shape. The apparatus of claim 1, wherein the pulling device includes a plurality of pulling members, each of the pulling members includes a main body and a cylinder rod withdrawable from the main body, wherein the lifting of the support structure draws the cylinder rod from the main body. Slip foam device, characterized in that made. The method of claim 1,
The further block includes a first vertical extension and a second vertical extension, having a shape extending in a vertical direction and spaced apart from each other,
The additional block further includes a first horizontal extension connected to a lower end of the first vertical extension and the second vertical extension and a second horizontal extension connected to an upper end of the first vertical extension and the second vertical extension. Including,
And said moving means comprises a ladder fixedly coupled to said first horizontal extension and said second horizontal extension. The method of claim 1,
The further block includes a first vertical extension and a second vertical extension, having a shape extending in a vertical direction and spaced apart from each other,
The additional block further includes a first horizontal extension connected to a lower end of the first vertical extension and the second vertical extension and a second horizontal extension connected to an upper end of the first vertical extension and the second vertical extension. Including,
The moving means, slip foam apparatus, characterized in that it comprises a staircase which is fixed to the first horizontal extension and the second horizontal extension. According to claim 1, The means for moving, the transport unit that can accommodate a worker or a tool, a control unit for providing power for vertical movement of the transport unit and a transport cable for providing a tensile force by connecting the control unit and the transport unit Including a lift that includes,
The transport unit is disposed below the support unit of the support structure, adjacent to the pulling device,
The control unit is coupled to the upper end fixed to the support portion,
The support portion, slip foam apparatus, characterized in that it comprises a through portion for passing the transport cable extending from the control unit. delete Installing a base block on the ground;
Mounting a support structure coupled with a slip structure and a pulling device on the base block; And
Providing concrete to the formwork panels of the slip structure to form walls;
The base block includes a vertical fixing portion having a through portion extending in the horizontal direction at the upper end, the support structure includes an impression guide extending in the lower direction and having a through portion at the lower end,
Raising the support structure using the pulling device to slip the formwork panel from the wall;
Inserting a penetrating member into the penetrating part of the vertical fixing part and the penetrating part of the pulling guide;
Disposing an additional block between the pulling device and the base block; And
Providing concrete to the formwork panel of the slip structure to increase the height of the wall,
The additional block or the support structure is combined with a moving means for vertical movement of the operator,
The lower end of the pulling guide is coupled with the vertical holding member, and the vertical holding member includes a guide part extending downward from the lower end of the pulling guide and a sliding part coupled to the guide part and in contact with a side surface of the additional block. And the slip part comprises a fluorine resin and has a plate shape. 8. The method of claim 7, wherein the means for moving comprises at least one selected from the group consisting of ladders, stairs and elevators.

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