KR20050021774A - A Dismonuting Wall And Floor Form - Google Patents

Abstract

PURPOSE: A wall and a slab form without dismantling are provided not to be removed after completing a wall, to simplify construction work by excluding an installation work of a form support by solidifying the structure of a form, to exclude a finishing work after completing a wall by utilizing a block structure as a material for a form, and to increase the working efficiency and to shorten a period of work. CONSTITUTION: The wall and the slab form without dismantling(3000) comprise each wall unit(1000) having a structure fastened continuously by inserting a bolt to a fixed beam(210) of a block structure(200), and an interlayer partition unit(2000) coupled horizontally between the walls(1000) to form an interlayer floor. The wall unit(1000) contains many block structures(200) fastened continuously to a C-shaped beam(210) using a bolt, a vertical tie(400) connecting each block structure(200), and a horizontal tie fastened between bolts where each vertical tie(400) is inserted vertically; and the interlayer partition unit(2000) contains many L-shaped steels(600) formed adjacently to couple on each wall(1000) and many blocks(700) fitted on the L-shaped steels(600).

Description

A Dismonuting Wall And Floor Form}

The present invention relates to a wall and slab formwork structure, and more specifically, the block structure is reddened to a predetermined height, assembled by repeating connection type bolts, combined, and formed by forming a wall formwork by reinforcement by bolts, longitudinal ties and transverse ties. In addition, the slab formwork is formed by combining the interlayer base section steel arranged in parallel with the wall part arranged at a certain distance and the interlayer compartment consisting of a plurality of blocks, and then placing the concrete to perform the frame construction. The present invention relates to a non-destructive wall and slab formwork, which does not require additional reinforcement work other than slab reinforcement.

In general, in the formwork process in the construction site, reinforcing bar on the floor and placing the foundation concrete on it, connected to the reinforcing bar to arrange the vertical horizontal reinforcing bar, and cross the reinforcing bar with thin wire Bind at the point of installation, then install the formwork.

The conventional formwork is carpenters cut the plywood and the lumber according to the drawings in the field to make the formwork, and then cast concrete and dismantle the form after curing, so most of the formwork is damaged and cannot be reused. It became a double burden.

In addition, recently, apartments and large buildings have been using a factory-made structure as a wall or a slab. However, since the structure itself has a large volume and load, it is difficult to transport and large cranes such as tower cranes have to be mobilized at the time of installation.

In addition, there is a disadvantage in that the vertical tie protrudes into the framing surface, so it is necessary to cut the vertical tie and perform the mortar work to remove the scratches on the framing surface.

In addition, the reinforcement structure and formwork are separated from each other in the wall and are separated from each other. Therefore, the reinforcement structure and the formwork are separated from each other. Therefore, it is necessary to maintain the proper distance between the formwork and the reinforcement. A separate effort is required, such as that.

Therefore, according to the conventional formwork, the work environment is complicated by the complexity of the reinforcement of the reinforcement of the rebar, the difficulty of construction to maintain a constant distance between the formwork and the reinforcement, the installation of the support of the formwork and the risk of safety accidents Due to the removal work, the scratch removal work and the removal of the vertical tie protrusion, there was a problem in that labor cost was increased and air was extended.

The present invention has been made to solve the above problems, and a first object of the present invention is to provide a non-destructive wall and slab formwork which does not need to be removed even after the wall is completed.

And the 2nd object of this invention is to solidify the structure of the formwork itself, and to omit the installation work of the formwork support, It is to provide a non-destructive wall and slab formwork, which is very easy and safe to implement the construction site.

In addition, the third object of the present invention is to provide a non-destructive wall and slab formwork that does not require a separate finishing work after the completion of the wall by using the standardized block structure of the factory production as the form material.

together It is a fourth object of the present invention to provide a non-destructive wall and slab formwork which is capable of completing walls and slab formwork by a combination of standardized components, thereby improving work efficiency and shortening construction period.

Objects of the present invention as described above, each wall portion disposed at a predetermined distance to the base concrete layer formed by being poured on the floor to a predetermined thickness;

It includes; interlayer partition portion formed between the two sides between each wall portion is formed as a slab,

The interlayer partitions, a plurality of L-shaped steel formed integrally adjacent in the longitudinal direction so that both ends are coupled to each of the facing wall portion,

A connecting prosthesis for coupling the L-shaped steel to each wall portion facing each other;

A plurality of blocks coupled across the lower protrusion in shape corresponding to the adjacent L-beams; Can be achieved.

In addition, the wall portion, a plurality of block structures that are red tide at a predetermined distance so as to face each other on the base concrete layer and the fixed prosthesis is inserted through the height in the height direction; A plurality of bolts are formed in the head portion in the axial direction is inserted into the fixed prosthesis inserted into the block structure in the height direction and fastened to each other; And a vertical tie interposed between the fastening prostheses of the respective block structures facing the same height and interposed between the fastening portions of the respective bolts, the vertical tie being disposed at a predetermined interval along the height direction. The structure containing is preferable.

In addition, the block structure is preferably inserted into the mesh reinforcement inside.

In addition, the fixed prosthesis inserted into the block structure in the height direction has a 'c' shape, and the upper protrusion forms a screw hole for coupling between each of the fixed prostheses which are red, and the lower protrusion is relatively longer than the upper protrusion. It is preferable that the middle portion has a screw hole corresponding to the screw hole formed in the upper protrusion of the fixed prosthesis immediately applied to the bottom, and a bolt insertion hole is formed at the end to insert the male screw of the bolt.

In addition, the vertical tie disposed along the height direction is coupled to each other by the continuous fastening of the respective bolts, it is preferable that the structure is coupled to each other by a plurality of internal coupling rods interposed between the fastening portions of the respective bolts. .

And the connecting prosthesis connecting the L-shaped steel to the wall portion has an inverted '-' shape in which a lower protrusion protrudes in a direction opposite to the upper protrusion, and the lower protrusion corresponds to a screw hole formed in the adjacent L-shaped steel. Forming two screw spheres, the upper projection is preferably a structure characterized in that the through-hole having an outer diameter corresponding to the male thread of the bolt is formed so as to be placed on the upper end of the block structure is inserted into the fastening portion of the bolt.

Other objects, obvious advantages and novel features of the invention will become more apparent from the following detailed description and the preferred embodiments according to the accompanying drawings.

Next, the non-destructive wall and slab formwork according to the present invention will be described with reference to the accompanying drawings.

1 is a perspective view of a formwork 3000 according to the present invention. As shown in FIG. 1, the formwork 3000 has a wall portion 1000 formed of a block structure 200 that is red tipped so as to face each other, and a block 700 is formed in the L-shaped steel 600 between the wall portions 1000. The interlayer compartment 2000 formed in the upper portion forms a structure in which the interlayer is partitioned.

To this end, the formwork 3000 is each wall portion 1000 having a structure that is continuously fastened by inserting the bolt 300 to the fixed prosthesis 210 of the block structure 200 to be faced with a predetermined interval and the, It is composed of an interlayer compartment 2000 which is horizontally coupled between each wall 1000 to form an interlayer floor.

2 is a perspective view of a block structure 200 constituting the wall portion of the present invention.

1 and 2, the wall portion 1000 is a red tide and a plurality of block structures that are continuously fastened and bound by bolts 300 to the 'c'-shaped fixed prosthesis 210 inserted therein ( 200 and a vertical tie 400 connecting the respective block structures 200 that are red tipped to face each other, and a horizontal tie 500 fastened between the bolts 300 to which the vertical tie 400 is inserted along the height direction. ) Is configured to include.

The interlayer compartment 2000 includes a plurality of L-shaped steels 600 which are integrally adjacent to each other in the longitudinal direction such that both ends thereof are coupled to each of the facing wall portions 1000, and are fitted into a corresponding shape on the L-shaped steels. A structure composed of a plurality of blocks (700).

The interlayer compartment 2000 functions as a slab formwork that separates between floors and floors in a building constructed of one or more floors, on the same height of the wall part 1000 that is reddened to a predetermined height. Both ends are inserted into the wall part 1000 and are fixed to each other.

When the formwork 3000 of the wall and the slab is completed, the reinforcement is first placed on the slab formwork, and then concrete is poured on the space between the block structure 200 of the wall and the interlayer compartment 2000. The part 1000, the interlayer compartment 2000, and the connection portion between the wall portion and the interlayer compartment are integrated to form a wall and a slab of one layer.

Formwork 3000 of the wall and the slab is designed to replace the formwork at the time of construction is used as a part of the building without demolition after concrete curing.

The block structure 200 of the wall portion is applied to the foundation concrete layer 100 formed by pouring concrete to a predetermined thickness. Accordingly, the width between both ends of the block structure 200 facing each other will be about 0.32 m based on three rows, but it can be used in various dimensions depending on the size of the building or the function of the wall. In addition, the height and length of the block structure 200 may be appropriately determined according to the size of the building or the function of the wall, preferably about 250 mm in height, about 400 mm in length, and about 40 mm in width.

In addition, it is preferable to reinforce the durability of the block structure 200 by inserting a mesh type reinforcing agent (not shown) such as a wire mesh or a fine mesh net into the block.

The fixed prosthesis 210 penetrates into the block structure 200 in the height direction and has a 'c' shape in which the lower protrusion 215 is longer than the upper protrusion 214. The upper protrusion 214 forms a screw hole 211 for engaging between each fixed prosthesis 210 that is red tide, and the lower protrusion 215 is a screw hole 211 of the upper protrusion 214 in the middle portion. A screw insertion hole 213 is formed to correspond to the bolt hole 212 and penetrates the bolt 300 through the end portion thereof.

Therefore, the block structure 200 that is up and down red is first bound by inserting the bolt 300 into the bolt insertion hole 213 formed in the lower protrusion 215 of one end of the fixed prosthesis 210, and the lower fixed prosthesis 210. The second fastening is performed by inserting the screw 220 into the screw hole 211 formed in the upper protrusion 214 of the upper and lower protrusions 215 of the upper fixing prosthesis 210.

In addition, the fixed prosthesis 210 may be formed as many as necessary depending on the size of the building or the function of the wall, but if the length of the block structure 200 is 400 mm, the fixed prosthesis 210 is 100 at both ends. It is preferable to arrange | position at the interval of mm. Therefore, two fixed prostheses 210 are inserted into each block structure 200. Thus, the interval between the fixed prosthesis 210 inserted into one block structure 200 is 200 mm, and the distance from the other adjacent fixed structure 210 to the fixed prosthesis 210 is also 200 mm to maintain an even interval. Done.

The bolt 300 has a structure in which a female screw is formed in the head portion 300b along the axial direction of the male screw 300a. Accordingly, each bolt 300 can be continuously fastened along the axial direction. The bolt 300 is inserted into the bolt insertion hole 213 of the fixed prosthesis 210 and is fastened to each other when the block structure 200 is reddened to enable binding between the block structures 200.

The vertical tie 400 serves to bind each block structure 200 that faces each other. The vertical tie 400 is an elongated member having a length longer than the width, and both ends thereof are extended over the lower protrusion 215 of the fixed prosthesis 210 inserted into the respective block structures 200 to the bolt insertion hole 213. It is interposed between each bolt 300 fastened to each other. As a result, binding between the block structures 200 arranged in parallel may be performed.

In addition, by having a structure in which the bolt 300 is continuously fastened in the height direction of the vertical tie 400, the vertical tie 400 disposed along the height direction is bound to each other.

Therefore, the bolt 300 has a structure and a function of fastening the block structure 200 and the longitudinal tie 400 and the bolt 300 positioned above and below the vertical structure 400 in a height direction.

The horizontal tie 500 is an elongated plate-shaped metal body having both ends coupled to the vertical tie 400 disposed at the same height. Both ends of the horizontal tie 500 are connected to each of the vertical tie 400 by being fitted to the head portion 500b of the bolt coupled from each vertical tie 400 located in front and rear. According to the connection structure, the other end of the horizontal tie 500a positioned at the front and one end of the horizontal tie 500b at the rear have an arrangement structure in which they are in close contact with each other.

With the combination of the continuous fastening structure of the bolt 300 by the height direction as described above and the horizontal tie 500 by the same height, the vertical tie 400 is bound between the height direction and the same height by placing the concrete between the outer wall structure located on both sides And when used as a wall for curing, it can function as a back muscle.

As the name suggests, the L-shaped steel 600 extends upward in one direction in the height direction, and the other side has an L shape in which the bottom surface protrudes by a predetermined length. And the end of the bottom surface of both ends is formed with a screw hole 610 to be coupled to the wall portion (1000).

The L-shaped steel 600 can reduce the slab's own load than when simply using a deck plate to allow the slab formwork to be more stable.

In addition, both ends of the L-shaped steel 600 are coupled on the same height of the wall portion 1000 facing in parallel at a predetermined interval.

The connecting prosthesis 800 serves to couple the L-shaped steel 600 to the wall part 1000. The connecting prosthesis 800 is composed of two stages, and the lower protrusion has a staggered 'c' shape protruding in the opposite direction to the upper protrusion.

The lower protrusion 810 is formed with two threaded holes 811 corresponding to the threaded holes 610 formed in the L-shaped steel to bind with the two adjacent L-shaped steels. The upper protrusion 820 is formed with a through hole 821 to bind to the wall portion.

That is, the upper protrusion 820 is disposed over the fixed prosthesis 210 via the block structure 200 located inside of the block structure 200 facing each other, and the bolt is inserted into the fixed prosthesis 210 ( 300) Intervene and bind. Accordingly, the bolt through hole 821 has the same size and shape as the bolt insertion hole 213 of the fixed prosthesis 210 through which the male screw 300a of the bolt passes.

The block 700 of the interlayer partition portion has a flat shape that corresponds in shape to the L-shaped steel 600 and is coupled over the protruding portion of the bottom surface. That is, the block 700 of the rectangular parallelepiped has a structure that is coupled over the lower protrusion of the L-shaped steel 600 spaced a predetermined distance so that the lower protrusion faces.

The block may be made of various materials, but if the use of 'light concrete' or 'light stone', which is effective in blocking noise between floors, the construction may be more convenient, and the load of the slab itself may be reduced.

3 is a plan view of the formwork according to the present invention. As shown in FIG. 3, the wall portion 1000 is formed at a predetermined distance to form a quadrangular surface, and the interlayer partition portion 2000 is formed inside the wall portion 1000.

The interlayer compartment 2000 is composed of the L-shaped steel 600, the block 700 and the connecting prosthesis 800, the L-shaped steel 600 is one side is extended upward to a predetermined height and the other side is protruded lower It is shaped and both ends are coupled to each wall portion (1000) facing.

The L-shaped steel 600 is coupled to the wall portion 1000 by the connecting prosthesis 800. As described above, the connecting prosthesis 800 has an inverted 'c' shape so that the lower protrusion 810 is the L-shaped steel and the upper protrusion 820 is the block structure 200 forming the wall portion 1000. It is coupled with the bolt 300 is inserted into the fixed prosthesis 210 of the).

A plurality of blocks 700 are applied to the lower protrusion 610 of the L-shaped steel 600, and the red 700 is not reddened in the height direction, but the L-shaped steel 600 arranged in parallel on the same height. It is assembled in a grid. Therefore, only the flat top surface of the block 700 is visible in the state in which the block 700 is continuously covered with the L-shaped steel 600 to cover the entire shape steel.

However, when the block 700 is applied to the L-shaped steel 600, the block may have a space short enough to fit one complete block into the L-shaped steel 600. In other words, the outermost of the beams 600 arranged in parallel among the L-beams 600 arranged in parallel is that there are no adjacent beams 600 to the outside, so that the complete block 700 cannot be fitted. Thus, a piece 710 of the block is inserted in this portion to complete the slab formwork.

The slab formwork with the block 700 applied to the L-shaped steel 600, the reinforcement by the reinforcement is made thereon, so that the concrete can be stably cured while withstanding the weight of the concrete delivered to the upper part when placing concrete Maintain the slab shape. Therefore, it is not necessary to use the supporting member of the slab formwork, and the slab formwork functions as part of the slab even when the concrete is completely cured, and thus does not need to remove the formwork.

4 is a cross-sectional view taken along line A-A of FIG. 3, and FIG. 5 is a perspective view of the connecting prosthesis 800 of the present invention. As shown in Figs. 4 and 5, the wall part 1000 is reddened at a predetermined distance, and both ends of the interlayer partition part 2000 abut on the same height of the wall part 1000.

Both ends of the L-shaped steel 600 is coupled by the wall portion 1000 and the connecting prosthesis 800.

L-shaped steel 600 is coupled to the block structure 200 and the connecting prosthesis 800 at the same height to each wall portion 1000 disposed at a certain distance.

The connecting prosthesis 800 has an inverted '-' shape in which the lower protrusion 810 protrudes in the opposite direction to the upper protrusion 820.

First, the lower protrusion 810 forms two screw holes 811 corresponding to the screw holes 621 formed in the adjacent L-shaped steel. In addition, the lower protrusion 810 is located at the bottom of the L-shaped steel 600 to match the screw holes 811 to correspond to the screw holes 621 of the L-shaped steel to be screwed.

The upper protrusion 820 is placed on the top of the block structure 200, and a through hole 821 is formed at an intermediate portion thereof. The through hole 821 is positioned directly above the bolt insertion hole 213 of the fixed prosthesis 210 of the block structure 200 that is directly red over the block structure 200 and forms the same outer diameter. Accordingly, the male screw 300a of the bolt penetrating the fixed prosthesis 210 also penetrates the through hole 821 so that the L-shaped steel 600 and the block structure 200 are connected to each other.

FIG. 6 is a cross-sectional view taken along line B-B of FIG. 3. As shown in FIG. 6, unlike the coupling portion between the wall portion 1000 and the interlayer partition portion 2000 in FIG. 4, one end of the interlayer base section steel 600 is connected to the wall portion 1000 and the prosthesis. It is not connected by 800 and is simply abut. That is, the L-shaped steel 600 has a 'b' shape, and the protruding portion of one side having a cross section extending upward in the height direction is in contact with the wall portion 1000.

The portion of the L-shaped steel 600 that is not coupled to the wall part 1000 is in contact with each other with the lower protrusion 610 extending upward in the height direction while changing the direction. Therefore, the brick 700 is spaced over a predetermined distance, and the lower protrusion 610 spans the lower protrusions 610 of two L-shaped steels facing each other.

In addition, due to the structure of both sides of the L-shaped steel 600, the block 700 may not be fastened to the same size and shape at both finishing points of the L-shaped steel 600 arranged in parallel. At this time, the form block of the interlayer compartment 2000 is finished by using the engraving block 710 processed or manufactured in the block.

7 is a detailed view of the wall portion 1000 according to the present invention. As shown in FIG. 7, each block structure 200 in which the fixed prosthesis 210 is inserted therein is formed with an independent outer wall structure with red tide, and the bolt 300 is inserted into the bolt insertion hole 213 of the fixed prosthesis 210. It is a structure that is bound to each other according to the continuous fastening of).

As described above, the bolt 300 has a female screw formed in the head portion 300b along the axial direction, and has a male screw 300a formed at the bottom thereof.

A male screw 300a of the bolt is inserted into the bolt insertion hole 213 formed in the lower protrusion 215 of the fixed prosthesis 210 and protrudes below the bolt insertion hole 213. The male screw 300a protruding as described above is fastened to the female screw of the head portion 300b of the bolt inserted into the bolt insertion hole 213 of the fixed prosthesis 210 positioned below it.

This fastening structure is continuous in accordance with the red tide of the block structure 200, and eventually solid bonding of the block structure 200 is possible.

The vertical tie 400 is disposed between the block structures 200 constituting the outer wall structure along the height direction to bind the block structures 200 having the same height.

 In each of the block structures 200 facing each other, the fixed prosthesis 210 has a structure in which bolts 300 are inserted and fastened to each other. At this time, both ends of the vertical tie 400 is provided over the fixed prosthesis 210 of the respective block structure 200 is interposed on the fastening portion of each bolt 300 is provided with a structure that is compressed according to the fastening. Accordingly, each of the facing block structures 200 has a structure in which a vertical tie 400 is provided and inserted and coupled according to the number of the fixed prostheses 210.

And it is the horizontal tie 500 for binding each vertical tie 400 disposed at the same height. One end of the horizontal tie 500 is fitted to the head portion 300b of the bolt in the vertical tie 400 located in front of it.

At this time, the other end of the horizontal tie 500 in front of it is also fitted to the head portion 300b so that one end of one of the inner fastening rods 500a is stacked and disposed at the other end of the other inner fastening rod 500b. The structure forms a structure for connecting each vertical tie 400 disposed at equal heights.

8 is a partial plan view illustrating a coupling relationship between the block structure 200, the vertical tie 200, and the horizontal tie 500a and 500b of the present invention. As shown in FIG. 6, the vertical tie 400 is inserted in each of the block structures 200 that are red tipped to face each other, over the fixed prosthesis 210 of the block structure 200 of equal height, and at this time the block structure ( For binding of the 200 is interposed crimped to the fastening portion of each bolt 300 inserted into the fixed prosthesis 210.

As a result, each of the facing block structures 200 may also have a binding structure with each other.

In addition, each vertical tie 400 is disposed at an equal height, the horizontal tie 500 is fitted to the head portion 300b of the bolt and the fitting coupling is continuous, the connection structure of each vertical tie 400 is provided. .

When one end of the horizontal tie 500 is fitted to the front head portion 300b, the other end is fitted to the head portion 300b located behind. When the connection structure is repeated by the same height, one end of one horizontal tie 500a and the other end of the other horizontal tie 500b adjacent to each other form an arrangement structure in which they are stacked. Accordingly, the vertical tie 400 arranged by the same height is connected to each other.

Next will be described with reference to Figure 2 attached to the corner portion of the wall portion 1000 of the present invention. As shown in Figure 2, to explain the structure of the wall of the building, in particular the corner portion, in the outer coater at the corners to fasten the bolts at both ends of the separate block structure 240 for the corners The vertical tie for the edge 410 is used.

The corner block structure 240 is longer than the block structure 200 of the present invention and preferably has a length of about 600mm, three fixed prostheses 210 are inserted. The interval between the fixed prosthesis 210 is 200 mm and the fixed prosthesis 210 located at both ends is inserted at 100 mm intervals from both ends of the corner block structure 240. In addition, a block structure having a shorter length than the block structure 200 (not shown) may be required to form a space remaining between the corner block structure 240 and the block structure 200 in the inner and outer edges of the formwork. have. This can be used as the block structure 200 as a piece, the same concept as the Iomak, Chilohmak used in the brick construction.

In addition, the outer corner block structure 240 has a 45 ° corner shape rather than a vertical shape where the parts meet each other, but the block structure of the inner corner has the same horizontal shape as other block structures 200, which is a manufacturing cost. To reduce the

The vertical tie 410 for the corners used in the corners has a 'T' shape as shown. Therefore, the head of the vertical tie 410 for the corner is fastened and coupled between the bolt 300 is coupled to the fixed prosthesis 210 of the outer block structure 240 of the two outer corners meeting in different directions, the tail portion Is coupled by a bolt 300 at an intersection of the horizontal tie 500 which is connected on the block structure 200 therein relatively among the horizontal tie 500 coming from two directions.

Although the invention has been described with reference to the preferred embodiments mentioned above, many other possible modifications and variations can be made without departing from the spirit and scope of the invention. Accordingly, the appended claims are intended to cover such modifications and variations as fall within the true scope of the invention.

According to the non-destructive wall and slab formwork according to the present invention as described above, it can be easily installed through a block structure, a block, a bolt, etc., which can be manufactured by the factory, and solve the reinforcement work of the wall part by combining the tie with the bolt and the vertical tie. This can reduce the difficulty of construction to maintain a constant gap between the existing formwork and the reinforcement, thereby reducing the manpower relatively.

In addition, when the formwork of the existing wall and slab has to be installed a plurality of support members, the construction site is complicated and the work space becomes that narrow, but when constructed with formwork according to the present invention, vertically connected to the bolt inserted into the block structure Tension of tie and cross ties and bolted joints by L-shaped steel and connecting structures to block structures eliminates the need for separate support members for the inter- and interlayer compartments of the block structures, resulting in a cleaner and more spacious workspace. It can be used, and can reduce the installation cost of the support member.

In addition, it is not necessary to dismantle the formwork of the walls and slabs after curing the concrete, so that the work efficiency as well as the reduction of air and the cost of construction can be achieved.

Recently, in some construction sites, the wall or floor plate is manufactured in the factory as reinforced concrete modules, but the construction method is difficult to transport and construction of the factory production is less efficient.

Therefore, the formwork and the manufacturing method according to the present invention can provide a desirable building environment through the factory production of components, relatively easy transportation and convenient construction at the present time to manufacture the work of the building.

The present invention can form a variety of structures with the base material of the bolt, block structure, longitudinal tie, horizontal tie, block, L-shaped steel. That is, the back muscles can be selectively selected as needed, and the block structure can be selected in two or three rows.

In addition, since the block structure is manufactured to have a flat and smooth surface, it is possible to form a clean wall without the use of a separate mortar finish or finishing material, and if a special exterior material is required, the vertical tie is extended to the outside of the block structure to directly extend the portion. Can install exterior materials.

In addition, the block constituting the slab structure may use a variety of materials, but if the use of 'light concrete' or 'light stone', which is effective in blocking noise between floors, the construction may be more convenient, and the load of the slab itself may be reduced. .

1 is a perspective view of a non-destructive wall and slab formwork according to the present invention.

2 is a perspective view of a block structure of the present invention.

3 is a plan view of the formwork shown in FIG.

4 is a cross-sectional view taken along the line A-A of FIG.

5 is a perspective view of a connecting prosthesis 800 of the present invention.

6 is a cross-sectional view taken along the line B-B in FIG.

Figure 7 is a detailed view of the wall portion of the present invention.

8 is a partial cross-sectional view showing a coupling relationship between the vertical tie and the block structure and the horizontal tie of the wall portion.

<Description of Symbols for Major Parts of Drawings>

100: foundation concrete layer 200: block structure

213: bolt insertion hole 240: corner block structure

300: bolt 300a: male thread portion of the bolt

300b: head of bolt 400: vertical tie

410: corner tie 500: horizontal tie

600: L-shaped steel 610: Lower protrusion

700: block 800: connecting prosthesis

1000: wall part 2000: interlayer compartment

3000: wall and slab formwork

Claims (8)

In the wall of the building and the formwork of the slab, Each wall portion disposed at a predetermined distance from each other on a foundation concrete layer formed of concrete poured on the floor; An interlayer partition portion formed between the wall portions with both sides connected to each other to form a slab; Including; The interlayer partition portion is formed integrally so that both ends are coupled to each of the wall portions facing each other, one side is extended to a predetermined height and the other side a plurality of L-shaped steel to form a bottom surface protruding, A connecting prosthesis for coupling the L-shaped steel to each wall portion facing each other; A plurality of blocks coupled correspondingly in shape to the adjacent L-shaped steels; Dismantled wall and slab formwork, characterized in that it comprises a. The method of claim 1, The wall portion, a plurality of block structures that are red tide at a predetermined distance so as to face each other to the foundation concrete layer and a fixed prosthesis penetrates in the height direction therein; A plurality of bolts are formed in the head portion along the axial direction is inserted into the fixed prosthesis inserted into the convex structure in the height direction and fastened to each other, Harmless wall, characterized in that it comprises a longitudinal tie that is disposed across both sides of the fixed prosthesis of each block structure facing the same height interposed between the fastening portions of each ball and disposed at a predetermined interval along the height direction. And slab formwork. The method of claim 2, The L-shaped steel is a non-destructive wall and slab formwork, characterized in that the screw holes are formed at both ends to bind with the connecting prosthesis. The method of claim 3, wherein The connecting prosthesis is an inverted 'c' shape in which the lower protrusion protrudes in a direction opposite to the upper protrusion, and the lower protrusion forms two screw holes corresponding to engage with the screw holes formed in the adjacent L-shaped steel, The projecting portion is placed in the upper end of the block structure, characterized in that the through-hole having an outer diameter corresponding to the male screw of the bolt to be inserted into the fastening portion of the bolt, characterized in that the wall and slab formwork. The method of claim 2, The non-destructive wall and slab formwork, characterized in that the mesh reinforcement is inserted into the block structure. The method according to claim 2 or 5, The fixed prosthesis inserted into the block structure in the height direction has a 'c' shape, and the upper protrusion forms a screw hole for coupling between each of the fixed prostheses that are red, and the lower protrusion is relatively longer than the upper protrusion and has a middle portion. The part is provided with a screw hole corresponding to the screw hole formed in the upper projection of the fixed prosthesis of the fixed prosthesis immediately applied to the bottom end, and the end portion is a non-destructive wall and slab structure characterized in that the bolt insertion hole is formed so that the male screw of the bolt is inserted Formwork. The method of claim 6, The non-destructive wall and slab formwork, characterized in that two or more fixed prostheses are inserted into each block structure. The method of claim 7, wherein The vertical tie disposed by the same height is a non-destructive wall and slab formwork, characterized in that the structure is coupled between each other by a plurality of continuous horizontal interposed between the fastening portion of each bolt.