KR20010092471A - Wall ascending slab descending concrete casting method - Google Patents

Abstract

PURPOSE: A method for establishing a wall body and a slab is provided to install a wall body and a slab by raising or dropping an inner wall body box shaped mold and to easily remove the inner wall body mold panel. CONSTITUTION: An installing method of a wall body and a slab comprises a first stage installing a composition element of a wall body(2) on a base(1); a second stage combining inner wall body mold panels(3,3') to an outer wall body mold panel(4) with a spiral sleeve rod(5), a rubber ring(6), spiral high tension foam rod tie(7), and a nut(8); a third stage forming an inner wall body box shaped mild; a fourth stage combining the inner and outer wall body mold panels by raising the inner wall body box shaped mold to a slab with a vertical jack(11); a fifth stage installing the wall body and the slab by lifting the inner wall body box shaped mold to the wall body; a sixth stage mounting a slab concrete by dropping the inner wall body box shaped panel; a seventh stage removing entire temporary construction except a slab bracket supporter; and an eighth stage installing the slab concrete.

Description

Wall ascending slab descending concrete casting method

The present invention relates to a wall-mounted slab descending pour method of the concrete structure for the construction of the wall while the slab formwork panel while the inner wall formwork panel and the slab formwork panel is integrated to raise it, and the slab post-installation while descending it.

Conventional concrete casting method of the concrete structure is to assemble the wall formwork and slab formwork at the same time every floor to complete the concrete structure, and to lay one layer of concrete, and then to install the wall and slab formwork again to pour the next layer As a formula, the concrete structure was completed by sequential concrete pouring from the lower floor to the higher floor.

However, such a conventional laminated method is impossible to construct the upper layer if the lower layer is not completed, and when the height of one layer is more than a certain height, it is difficult to install the clubs and assemble the wall and slab formwork, and there is a problem in the safety of work. In addition, each floor has a lot of work processes by assembling and dismantling the wall and slab formwork, severe scattering dust and noise pollution, increase the air of work, as well as increase of temporary materials and labor costs, and increase the formwork of wall and slab formwork. As reuse increases, there is a problem in precision construction.

The object of the present invention, in order to be able to pour the wall and slab continuously while raising and lowering the inner wall box formwork in view of the conventional problems as described above, the inner wall formwork panel in the wall only by mechanical operation and simple operation Easily demolded, the slab formwork panel provides an inner wall box formwork of the structure that is easily demolded in the slab, and as an efficient method of using the slab formwork to increase the wall slab.

1 is a state diagram in which the vertical and horizontal reinforcement to the foundation

Figure 2 is a state in which the inner and outer wall formwork panel is installed in the vertical and horizontal reinforcement of Figure 1

Figure 3 is a state diagram formed inside wall box formwork

Figure 4 is a state diagram of the inner wall box formwork raised to the upper layer

Figure 5 is a state diagram of the inner wall box formwork raised to the top floor

6 is a state diagram that the inner wall box formwork is lowered after pouring the top floor slab

Figure 7 is a fastening state of the spiral sleeve rod and the spiral high tension foam rod tie

8 is an installation state of the slab formwork panel

9 is a coupling state diagram of an ㅁ channel and a turnbuckle

10 is a state in which the inner wall formwork panel is demoulded

11 is a state in which the outer reinforcing bar sleeve and spiral high tension circular reinforcing bar

12 is a state in which the inner wall reinforcement sleeve and the spiral high tension circular reinforcement

13 is a state diagram of the slab bracket supporter

14 is an installation state of the vertical jack

15 is a slab hanger supporter installation state diagram

16 is a plan view of the slab formwork panel

<Explanation of symbols for the main parts of the drawings>

1: foundation 2: wall 3, 3 ': interior wall formwork panel

4: outer wall formwork panel 5: spiral sleeve rod 6: rubber ring

7: Spiral high tension foam rod tie 8, 8 ', 8' ': Nut

9: inner wall box formwork 10: horizontal jack 11: vertical jack

12: slab 13: outer wall reinforced sleeve

14: Reinforcing bar sleeve 15, 15 ': Spiral high tension round bar

16: slab bracket supporter 17: vertical rebar 18: horizontal rebar

19: sleeve fastening 20, 20 ': flat plate 21: U-shaped channel

22: turnbuckle 23: slot hole 24: ㅁ channel

25: Dahl scaffold 26: Jack Bracket 27: Scaffolding

28: slab formwork panel 29: male thread rod

30: slab joint wall panel 31, 31 ': bracket fastening 32: bracket

33: rib 34: supporter plate 35, 35 ': cylinder

36, 36 ': Load 37: Road guide 38: Sensor

39: bracket sensor rod 40: panel sensor rod 41: outer wall

42: inner wall 43: tape 44: supporter sleeve

45: slab hanger supporter

In order to achieve the object of the present invention, the wall raising slab descending casting process includes the first step of installing the components of the wall 2 on the foundation 1, and the inner wall formwork panel 3 (3 ') and the outside. After the wall formwork panel 4 is joined by the spiral sleeve rod 5, the rubber ring 6, the spiral high tension foam rod tie 7 and the nut 8, the second process of pouring the concrete of the wall (2) And a third step of forming the integrated inner wall box formwork 9, and demolding the inner wall formwork panels 3 and 3 'by the horizontal jack 10, and by using the vertical jack 11, a two-layer slab ( A fourth to pour the concrete of the wall 2 by raising the inner wall box formwork 9 to a position of 12), fixing and fixing the inner wall formwork panel 3, 3 'and the outer wall formwork panel 4; After the process and the inner wall box formwork 9 are raised to the target position for placing the upper wall 2, the concrete for placing the target wall 2 is to be poured. The fifth step and the fifth step are repeated to raise the inner wall box formwork 9 to the position of the rooftop wall 2, and the sixth step of pouring the wall 2 and the slab 12 at the same time; When the slab 12 is completed, the inner wall box formwork 9 is lowered to the concrete placing position of the lower slab 12, and the outer wall reinforcing bars fixed to the wall 2 where the wall 2 and the slab 12 come into contact with each other. The seventh process of placing the slab 12 concrete by fastening the spiral high tension circular reinforcing bars 15 and 15 'to the sleeve 13 or the inner wall reinforcing sleeve 14 is repeated, and the second process is repeated. The eighth step of placing the inner wall box formwork 9 down to the slab 12 and placing the slab 12 concrete; the ninth step of dismantling all temporary materials except the slab bracket supporter 16; (12) is composed of a tenth step of pouring the slab 12 concrete in a conventional method, In the previous process, the inner wall box formwork 9 is assembled according to the order of the process to form a complete form in the third process. From then on, the inner wall box formwork 9 is constructed while the integrated inner wall box formwork 9 is raised to construct the wall 2, While descending again, the slab 12 is constructed by a wall-up slab descending casting method.

Hereinafter, the configuration and operation of the present invention will be described in detail with reference to the accompanying drawings in the process order as follows.

In the first step, as shown in FIG. 1, the vertical reinforcing bar 17 and the horizontal reinforcing bar 18 are formed to form the skeleton of the wall 2 on the foundation 1, and the outer wall reinforcing bar is positioned at the first floor slab 12. Fixing the joint sleeve 13 or the inner wall reinforcing sleeve 14 to the vertical reinforcing bar 17 and the horizontal reinforcing bar 18, the inner wall formwork panels (3) (3 ') and the outer wall formwork on the bottom of the foundation (1) It is filled in the assembly position of the panel 4. The outer reinforcing bar sleeve 13 is formed by overlapping the reinforcing bar is bent in the reinforcing bar 'b' shape of the sleeve is formed in the one end is formed inside, the inner wall reinforcing bar sleeve 14 is penetrated through the The thread is formed inside.

2 and 7, the inner wall formwork panel (3) (3 ') and the outer wall formwork panel (4) is mounted by a crane and fixed to the bottom, the spiral sleeve rod (5) The rubber ring 6 is inserted into the flange part at both ends, and the spiral high-strength foam rod tie 7 is fastened to both sides thereof and inserted into the sleeve fastening hole 19 formed in the inner wall formwork panel 3, 3 '. Tighten with nut (8). In this case, the rubber ring 6 used is the inner thread of the sleeve fastening hole 19 and the spiral sleeve rod 5 in which the concrete cement paste is formed in the inner wall formwork panels 3 and 3 'and the outer wall formwork panel 4. Prevents flow to the formation site. In addition, since the center of the screw hole of the spiral sleeve rod 5 is blocked, when the spiral high tension foam rod tie 7 is fastened from both sides, both of them can be inserted accurately to the center portion, and the wall 2 is constructed to form an outer wall. As the mortar or the like is attached to the formwork panel 4, the mortar, etc., comes out during plastering and attachment of the outer wall, in which the threaded hole of the spiral sleeve rod 5 on the outer wall is filled with mortar or the like. The fixing of the spiral high tension foam rod tie 7 fastened to the threaded spiral sleeve rod 5 on the inner wall side is prevented.

Here, the flat plate 20 constituting the inner wall formwork panel (3) (3 ') and the outer wall formwork panel (4) is a lattice grid so that the spiral sleeve rod (5) can pass through and fasten as a nut (8). The sleeve fastening hole 19 is formed at the intersection point, and the inner wall formwork panel 3 attaches a plurality of C-shaped channels 21 to one surface of the flat plate 20, and the inner wall formwork panel 3 ' The pair of stool portions of the flat plate 20 is bent to form a 'c' shape, and a plurality of c-shaped channels 21 are attached to one surface thereof.

In addition, the height of the inner wall formwork panel (3) (3 ') and the outer wall formwork panel (4) is made higher than the height of one layer, which is to be lifted upward in the future when placing the wall (2) of the next layer, The upper part of the wall 2 in excess of the height of one layer cast in the previous process serves to support the inner wall formwork panel (3) (3 ') and the outer wall formwork panel (4). After the process is finished, the concrete of the wall 2 is poured.

In the third process, as shown in FIGS. 3, 7, 8, 9, 10, 11, 12, 13, and 14, the spiral in the second process is completed. The nut (8) and the spiral high tension foam rod tie (7) are removed from the sleeve rod (5), and the inner wall formwork panel (3) (3 ') is provided by the height of the installation space of the jack bracket (26) and the vertical jack (11). ) And the outer wall formwork panel (4) are lifted by a crane and fixed to the wall (2) with a spiral high tension foam rod tie (7) and nuts (8) at the position of the spiral sleeve (5) fixed to the wall (2). The work scaffold 27 and the moon scaffold 25 are installed in the lower part of the inner wall formwork panel 3, 3 ', and the moon scaffold 25 is installed in the outer wall formwork panel 4, facing each other. Slab formwork panel 28 on the top of the two inner wall formwork panel (3 ') by lifting the space as much as the width of the slab bracket supporter (16) by installing a crane, slab formwork The male threaded rod 29 attached to the flat plate 20 'of the board 28 is sandwiched between the slot holes 23 formed in the U-shaped channel 24 attached to the upper end of the inner wall formwork panel 3', thereby providing a nut ( 8 '). Then, the slab bracket supporter 16 is installed in the space between the slab formwork panel 28, and the outer wall reinforcing sleeve 13 or the inner wall reinforcing sleeve ( 14) is fixed to the vertical reinforcement (17) and the horizontal reinforcement (18), the slab joint wall panel 30 is installed in the longitudinal direction along the sides of the 'ㅁ' at the top of the slab formwork panel 28, the inner wall Formwork panels 3, 3 'are fixed vertically using turnbuckles 22 and K-shaped channels 24. Here, the K-shaped channels 24 are formed with slot holes 23 in a plurality of places, and are attached to the inner wall formwork panels 3 and 3 'so as to protrude from each other toward the facing portions, and the two K-shaped channels facing each other. It overlaps with each other and the slot hole 23 is matched with a bolt and a nut, and has a structure.

The slab bracket supporter 16 has a bracket fastening hole 31 for attaching to the spiral sleeve rod 5 fixed to the inside of the finished concrete and a bracket fastening hole 31 for installing on the inner wall formwork panel 3 '. ')' Shaped 'c' shaped brackets 32 are attached to both ends, and a plurality of ribs 33 are attached between the upper and lower K-shaped channels 24 in the vertical direction, and the inner wall formwork panel 3 At the time of demolding of '), two supporter flat plates each having two ㅁ -shaped channels 24 having a plurality of slot holes 23 are formed to be expanded and contracted along the movement of the inner wall formwork panel 3'. 34).

Further, a horizontal jack 10 is provided in the wall 2 side of the lower end 4 corner of the inner wall formwork panel 3, 3 'and the hexagonal groove in which the bottom face is opened, and the inner wall formwork panel 3 ( The vertical jack 11 is attached to the wall where the work is possible from the moon scaffold 25 installed at the bottom of 3 '). The cylinder 35 'of the vertical jack 11 is attached to the jack bracket 26 fixed to the spiral sleeve rod 5 of the wall 2, and the rod 36' is attached to the inner wall formwork panel 3 (3). ') Is fastened to the slot hole of the rod guide 37 attached with a nut (8 ") so that it can be moved horizontally by a distance approximately twice the thickness of the flat plate 20, and the jack bracket 26 is Bracket sensor rod (39) is attached to the upper and lower ends of the sensor sensor 39, and the panel sensor rod (40) which interacts with the bracket sensor rod (39) has an inner wall form panel (3) (3 '). The slot hole of the rod guide 37 attached to the inner wall formwork panel (3) (3 ') is the inner wall formwork panel (3) (3') in the process after the vertical jack (11) is installed. ) Is formed to prevent the rod guide 37 from interfering with the rod 36 'when demolding the inner wall formwork panel 3 and 3'. Multiple chapters for control The teeth are provided, and an integrated inner wall box formwork 9 is formed by installing the rod 36 'of the vertical jack 11 as described above.

The slab joint wall panel 30 in the present step is for reinforcing joints and electrical installations of the walls 2 and slab 12, and the reinforcing joints may use a conventional seed box embedding method or a coupler embedding method. That is, in the present invention, the outer wall reinforcement sleeve 13 or the inner wall reinforcement sleeve 14 in which female threads are formed in the wall 2 portion of the slab joint wall panel 30 for the reinforcement of the wall 2 and the slab 12. ) Is fixed to the vertical reinforcing bar 17 by welding or the like, and the holes of the outer wall reinforcing joint sleeve 13 or the inner wall reinforcing joint sleeve 14 are closed by the slab joint wall panel 30. The outer wall reinforcing sleeve 13 is used to join the outer wall 41 and the slab 12 into a spiral high tension circular reinforcing bar 15 with a thread on the inflated reinforcing bar at the end of the deformed bar as shown in FIG. In addition, when the wall 2 is not the outer wall 41 but the inner wall 42, the inner wall reinforcing bar sleeve 14 having the shape of the female thread penetrated on both sides and the swelling bar in the swelling bar in the center of the deformed bar as shown in FIG. Spiral high tension circular reinforcing bars 15 ′ are used to join the inner wall 42 and the slab 12.

In the fourth process, as shown in FIGS. 3, 7, 9, 10, and 14, the external wall formwork panel 4 is mounted by a crane to the position of the two-layer slab 12, and then assembled in the third process. The vertical reinforcing bar 17 and the horizontal reinforcing bar 18 are disposed by using the slab formwork panel 28, which is the upper part of the one-piece inner wall box formwork 9, as a working platform. Then, the spiral high tension form rod tie 7 and the nut 8 attached to the inner wall formwork panels 3 and 3 'are dismantled, and the inner wall formwork panels 3 and 3' are removed by a horizontal jack 10. Demold from the wall (2). Next, the vertical jack 11 is raised to the position of the spiral sleeve rod 5 above one space so that the inner wall formwork panel 3, 3 ′ is positioned at the position of the spiral sleeve rod 5 fixed to the wall 2. Helical high tension foam rod tie (7) and nut (8), the jack bracket 26 is removed from the wall (2) and then the vertical jack (11) is compressed to the jack bracket with the vertical jack (11) 26) to the position of the helical sleeve rod (5) above the one fixed to the wall (2) by tightening the spiral high tension foam rod tie (7) and tighten with a nut (8).

This process is repeated several times and when the inner wall box formwork (9) reaches the position of the two-layer slab (12), the outer wall formwork panel (4) and the inner wall formwork panel (3) (3 ') wall (2) The rubber ring (6) on both ends of the spiral sleeve rod (5) and secure it in close contact with the spiral high tension foam rod tie (7) and the nut (8). Insert into the sleeve fastening hole 19 formed in the inner wall formwork panel (3) (3 '), and tighten the inner wall formwork panel (3) (3') to the wall ( After attaching to 2), the concrete of the wall 2 is poured. The demolding method shown in the above procedure is as follows.

In the first method, the inner wall formwork panel (3) fixed to both ends of the turnbuckle (22) by turning the central nut of the turnbuckle (22) installed between the respective inner wall formwork panels (3) (3 ') facing each other. (3 ') moves in at the same displacement on both sides towards the center. Therefore, the inner wall formwork panels 3 and 3 'are separated from the wall 2 to form a mold. Of course, at this time, the turnbuckle 22 is performed after loosening the nut and bolt by overlapping the K-shaped channels 24 to fix the facing inner wall formwork panels 3 and 3 '. The structure is shown in detail in FIG.

In the second method, a horizontal jack 10 is used. A horizontal jack 10 is positioned at the bottom four corners of the inner wall formwork panels 3 and 3 'so that the rod 36 is horizontally facing the wall 2. The cylinder 35 is attached to the inner wall formwork panels 3 and 3 '. Therefore, when the rod 36 of the horizontal jack 10 extends, the rod 36 gradually approaches the wall 2, and after contact with the wall 2, the cylinder 35 is pushed inward to react the cylinder ( The inner wall formwork panel (3) (3 ') to which the 35 is attached is detached from the wall (2). The extent to which the inner wall formwork panels (3) and (3 ') fall from the wall (2) is selected by using a horizontal jack (10) having the necessary stroke, and two horizontal jacks in one place to be complemented to each other do. The structure is shown in detail in FIGS. 7 and 9, and the deformed state is shown in detail in FIG. 10.

The inner wall formwork panels 3 and 3 'are attached to the wall 2 by the inner wall formwork panels 3 and 3' and the outer wall formwork panel 4 with the spiral sleeve rod 5 and the outer wall formwork panels 3 and 3 '. It is fixed with a rubber ring (6), a spiral high tension foam rod tie (7), and a nut (8). Since the demolded inner wall formwork panels (3) and (3 ') are separated from the wall (2) by a distance of about twice the thickness of the flat plate (20), the inner wall formwork panels (3) (3) can be operated only by the nut (8) alone. ') Can be attached to the wall (2).

4, 9 and 14, after the target concrete wall 2 is completed and demolded by the method described in the fourth process, the vertical wall 11 is used to form the inner wall. The formwork panels 3 and 3 'are pushed upwards to lift them. When the rod 36 'of the vertical jack 11 extends, the jack bracket 26 is fixed to the completed wall 2, so that the rod 36' gradually increases the inner wall formwork panels 3 and 3 '. Pushed up. Before raising the inner wall formwork panels 3 and 3 ', the sensor 38 of the panel sensor rod 40 is closest to the sensor 38 installed at the bottom of the bracket sensor rod 39 and lifted upward. When the panel sensor rod 40 is raised, and the sensor 38 attached thereto is close to the upper sensor 38 of the bracket sensor rod 39, the operation of the vertical jack 11 may be stopped. The operation distance of the vertical jack 11 is convenient if it is adjusted to a constant multiple of the vertical interval of the spiral sleeve 5. The structure is shown in detail in FIG.

The inner wall formwork panel (3) (3 ') raised by the above method is fixed with the spiral high tension foam rod tie (7) and the nut (8), and the jack bracket (26) is removed to compress the rod (36'). It is moved upward in the state and fixed again to the wall (2). Then, after disassembling the spiral high tension foam rod tie 7 and the nut 8 fixed to the inner wall formwork panel 3 (3 '), the vertical jack 11 is operated again to form the inner wall formwork panel 3 ( 3 ') up. By repeating the above process, the inner wall formwork panel (3) and the outer wall formwork panel (4) are combined with the spiral high tension form rod tie (7) and the nut (8) by moving to the next wall (2) placing position. It is fixed and the concrete of the target planned wall 2 is poured.

As shown in FIGS. 5, 7, 11, and 12, the fifth process is repeated by raising the inner wall box formwork 9 to the position of the rooftop wall 2 by repeating the fifth process and then fixing and assembling the wall ( 2) and the slab 12 is poured at the same time. At this time, the slab joint wall panel 30 fixed to the upper portion of the slab formwork panel 28 before the concrete pouring is dismantled and lifted to the outside. When the slab joint wall panel 30 is dismantled, as shown in FIG. 7, the gap between the slab joint wall panel 30 and the slab joint wall panel 30 inserted into the end of the slab formwork panel 28 is generated. When the box-shaped formwork 9 is lowered, it is prevented from being caught on both walls 2, and the play portion is taped to the slab 12 when placing and pouring, and the concrete frictional stress is also canceled out. ) Demoulding becomes easy. That is, since the attachment portion of the tape 43 isolates the slab 12 and the slab formwork panel 28, the tape 43 attachment portion acts like a notch when demolding, and thus the demolding is performed as cracks occur from this portion. It serves to induce it to be made easily, demolding is gradually made from the tape 43 to the center portion. The structure is shown in detail in FIGS. 7 and 11 and 12. In addition, when the slab 12 is poured, a slab 12 is poured by placing a flat plate in the space between two supporter flat plates 34 provided on the upper part of the slab bracket supporter 16 and sealing it with a tape 43.

In the above process, all the walls 2 are completed, and the uppermost wall 2 and the slab 12 are completed together. The slab 12 of the uppermost layer is supported by a plurality of slab bracket supporters 16 to prevent sagging of the central portion of the slab 12. In addition, as shown in FIG. 15, the slab hanger supporter 45 may be fixed in order to prevent the slab 12 from sagging by embedding the supporter sleeve 44 in the vertical direction at the time of placing the slab 12 of each layer.

6, 15 and 16, when the uppermost slab 12 is completed, the outer wall formwork panel 4 is dismantled and lifted to the outside, and the inner wall formwork panel 3 ( 3 '), the spiral high tension foam rod tie 7 and the nut 8 are dismantled, and the bracket 32 of the slab bracket supporter 16 is dismantled from the inner wall formwork panel 3', and then the horizontal jack 10 When the inner wall formwork panel (3) (3 ') is demolded to compress the rod (36') of the vertical jack (11), the jack bracket (26) is fixed to the wall (2) and thus the inner wall formwork panel (3). (3 ') moves down. At this time, since the slab bracket supporter 16 is fixed to the wall 2, the slab supporter 16 remains as it is while supporting the slab 12. The lower inner wall formwork panel (3) (3 ') is fixed to the wall (2) with the spiral high tension form rod tie (7) and the nut (8), and the jack bracket (26) is removed to remove the vertical jack (11). The rod 36 'is extended and moved to the position of the spiral sleeve rod 5 below one column to be fixed to the wall 2. By repeating the above process, the inner wall box-shaped formwork 9 is lowered to the concrete placing position of the slab 12 on the lower layer, and the slab bracket supporter 16 is lifted from the outside and placed in the space between the slab formwork panels 28 and the wall ( Fit the bracket fastening hole 31 to the spiral sleeve rod (5) of 2) and fix it. Fastening spiral high tension circular reinforcing bars (15) (15 ') to the outer wall reinforcing sleeve (13) or the inner wall reinforcing bar (14) secured to the wall (2) where the wall (2) and the slab (12) contact. And the supporter secured to the upper and lower slabs 12 by binding the spiral high tension circular reinforcing bars 15 and 15 'and the supporter sleeve 44 with the upper and lower horizontal bars to be positioned in the slab 12. After connecting the sleeve 44 and the supporter sleeve 44 to be embedded, the slab 12 concrete is poured.

The eighth step is a step of placing the inner wall box formwork 9 down to the two-layer slab 12 by repeating the work of the seventh step and placing the slab 12 concrete, and the ninth step is the slab bracket supporter 16. It is a process of disassembling all the temporary materials except the 10th process is the process of pouring the slab 12 concrete by setting up the bottom of the slab formwork at the bottom of the slab form the first floor slab 12 in the conventional method.

As described above, the present invention is a method suitable for the construction of high-rise apartments and high-rise buildings such as high-rise apartments and high-rise offices by integrating and mechanizing each member of the inner wall formwork panels 3 and 3 'and the slab formwork panel 28. By simplifying the complicated work process, it prevents scattering dust and noise pollution, and works are continuously performed until the concrete structure is completed. Therefore, the efficiency of work and the precision of the structure are increased, and the effect of saving of temporary materials and labor costs, It has the effect of shortening the air.

Claims (6)

Reinforce the vertical reinforcing bar 17 and the horizontal reinforcing bar 18 to the foundation 1, and fix the outer reinforcing bar sleeve 13 or the inner wall reinforcing bar 14 to the vertical bar 17 and the horizontal bar 18 The first step of filling the assembly position of the inner wall formwork panel (3) (3 ') and the outer wall formwork panel (4), the inner wall formwork panel (3) (3') and the outer wall formwork panel ( 4) the second step of placing the concrete of the wall (2) after joining the spiral sleeve rod (5), the rubber ring (6), the spiral high tension foam rod tie (7) and the nut (8), and the inner wall After raising the formwork panel (3) (3 ') and the outer wall formwork panel (4) by crane, the slab formwork panel (28), the slab bracket supporter (16) and the slab joint wall panel (30) are mounted on the top of the crane. The third step of forming the inner wall box formwork 9 integrated with the wall, and the outer wall formwork panel 4 standing up with the crane to the position of the two-layer slab 12 to fix it. The inner wall formwork panels 3 and 3 'are demolded by the horizontal jack 10, and the inner wall box formwork 9 is raised to the position of the two-layer slab 12 by the vertical jack 11, The fourth step of placing and fixing the concrete of the wall 2 by combining and fixing the wall formwork panels 3, 3 'and the outer wall formwork panel 4, and the inner wall box type formwork 9 with the upper wall 2 A fifth step of placing the concrete of the target wall (2) by fixing the inner wall formwork panel (3) (3 ') and the outer wall formwork panel (4) after raising to the target position for placing; By repeating the five steps, the inner wall box formwork 9 is raised to the position of the rooftop wall 2, and the sixth step of pouring the wall 2 and the slab 12 simultaneously, and the slab 12 of the uppermost layer When completed, lower the inner wall box formwork (9) to the concrete placing position of the lower slab (12), where the wall (2) and the slab (12) contact The seventh process of placing the slab (12) concrete by fastening the spiral high tension circular reinforcing bar (15) (15 ') to the outer wall reinforcing sleeve (13) or the inner wall reinforcing bar (14) fixed to the wall (2) of the The 8th process of placing the slab (12) concrete by lowering the inner wall box formwork (9) to the second-layer slab (12) by repeating the operation of the seventh step, and all temporary materials except the slab bracket supporter (16) And a tenth step of pouring the slab (12) concrete by the conventional method using the ninth step of dismantling and the slab (12) of the first floor. According to claim 1, Reinforcing bar reinforced sleeve 13 is formed in the overlapping reinforcing bar reinforcing the spiral reinforcing circular bar (15) is formed in the reinforcing bar is bent in the 'b' shape of the sleeve is open one end of the thread formed therein The outer wall 41 and the slab 12 are joined to each other, and the inner wall reinforcing bar sleeve 14 penetrates through the inside thereof, and a thread is formed therein so as to penetrate through the spiral high tension circular reinforcing bar 15 'to be fastened to the inner wall 42. Wall slab slab casting method characterized in that the joint with the slab (12). 2. The spiral sleeve rod (5) according to claim 1, wherein both ends of the spiral sleeve rod (5) are formed with flanges, threaded ends are formed, and the center is closed, and the rubber ring (6) is inserted into both ends of the spiral sleeve rod (5). Spiral high tension form rod tie (7) is threaded on the outer surface is inserted into the inner side of both sides of the spiral sleeve (5), the nut (8) is fastened to the spiral high tension form rod tie (7) to form the inner wall Wall slab slab casting method characterized in that the panel (3) (3 ') and the outer wall formwork panel (4) is combined. The horizontal jack (10) according to claim 1, wherein the horizontal jack (10) is installed horizontally with its rod (36) facing the wall (2), and the cylinder (35) is attached to the inner wall formwork panels (3) (3 '). A wall rising slab lowering casting method, characterized in that the inner wall formwork panel (3) (3 ') is demolded from the wall (2) by extension and compression of the rod (36). The vertical jack (11) according to claim 1, wherein the cylinder (35 ') is attached to a jack bracket (26) fixed to the spiral sleeve rod (5) of the wall (2), and the rod (36') is an inner wall body. The slot hole of the rod guide 37 attached to the formwork panel 3, 3 'is fastened and fixed by a nut 8 ". The sensor 38 is provided at the upper and lower ends of the jack bracket 26 in a c-shape. Attached bracket sensor rod (39) is attached, panel sensor rod (40) interacting with the bracket sensor rod (39) is attached to the inner wall formwork panel (3) (3 ') to the inner wall box formwork (9). Wall rising slab lowering method, characterized in that configured to raise and lower). According to claim 1, wherein the inner wall box formwork (9) is an inner wall formwork panel (3) is formed as a plurality of U-shaped channel 21 is attached to one surface of the plate 20, the inner wall formwork The panel 3 'is formed by bending a pair of stool portions of the flat plate 20 to form a' c 'structure, and a plurality of c-shaped channels 21 are attached to one surface thereof, and the inner wall formwork panel 3 ( 3 '), each of which has a plurality of turnbuckles 22 and slot holes 23 formed in a plurality of places between two inner wall formwork panels 3 and 3' facing each other, facing each other. The inner wall formwork panel (3) (3 ') of the' ㅁ 'shape is firmly fixed and attached to the channel 24, and the slab formwork panel 28, the slab bracket supporter 16, and the slab joint are formed on the upper part thereof. The wall panel 30 is installed, and at the bottom of the two inner wall formwork panels 3 and 3 'facing each other, the work scaffold 27 and the dahl scaffolding ( 25) A slab ascending slab laying method, characterized in that the installation is integrated.