KR100557335B1 - Formless structure and its manufacturing method - Google Patents

Abstract

The present invention relates to a non-destructive formwork for frame construction and a method of manufacturing the same, in the manufacture of the form by red tiling the block structure, a female thread is formed in the head portion is fixed fixedly inserted into each block structure to tighten the bolts that can be repeatedly tightened It is characterized in that the structure is to be inserted into the prosthesis and fastened, for this purpose, to bind each block structure that is individually tweaked to face with a vertical tie, each vertical tie is tied along the height direction using the bolt and the vertical tie of the same height or more Is a structure forming the reinforcement by interposing coupling between each bolt of the horizontal tie. In addition, it is characterized by a method of placing and curing concrete between each block structure that is red tide. The present invention proposes a structure for a reinforcement integrated non-destructive formwork, wallless windows and doors, doors and doors, and non-destructible formwork and independent exterior walls according to the pressure of the building or the use of the wall.

Reinforcement, formwork, foundation concrete, vertical tie, bolt, horizontal tie

Description

Forming and Forming Method of Non-Disintegrated Structures {of A Dismonuting Structure Form And Manufacturing Method Thereof}

1 is a perspective view of the formwork according to the present invention.

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

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

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

Figure 5 is a partial plan view showing a coupling relationship between the block structure and the longitudinal tie and the transverse tie of the present invention.

Figure 6 is a partial cross-sectional view showing the arrangement of the vertical tie according to another embodiment of the present invention,

7 is a state of use of the formwork according to the invention,

8 is a construction sequence diagram of the formwork manufacturing method according to the present invention.

Figure 9 is a perspective view showing a structure for installing windows and doors on the wall according to the present invention.

Figure 10 is a perspective view showing a structure for installing the door to the wall according to the present invention.

Figure 11 is a perspective view of the 'b' block used for windows and doors according to the present invention.

12 is a partial cross-sectional view of A-A of FIG.

Figure 13 is a perspective view of the inks deck.

<Description of Symbols for Major Parts of Drawings>

100: foundation concrete layer 200: block structure

210: fixed prosthesis 213: bolt insertion hole

214: upper protrusion 215: lower protrusion

240: block structure for the corner 300: bolt

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

400: vertical tie 410: vertical tie for corner

500: Garoty 600: 'b' block structure

610: the deck deck 620: a block block structure

1000: formwork

The present invention relates to a formwork and a method of manufacturing the same, and more specifically, to form a formwork by assembling a block-structured panel with a repetitive connection type bolt, and then cast the concrete by bolts and vertical ties and horizontal ties, and then cast concrete to build the frame. After the construction is completed, the formwork is to be used as a finishing material without dismantling, and thus it relates to a formless formwork and a method of manufacturing the same, which does not require additional reinforcement work.

In general, in the formwork process in the building construction site, reinforcing bar on the floor surface, and after laying the foundation concrete on it, connected to the reinforcing bar to arrange the vertical horizontal reinforcing bar, and the reinforcing bar with thin wire Bind at the intersection and install the formwork. The formwork should maintain a spacing of about 3 cm from the reinforcing bar, and the support is installed at predetermined intervals to withstand the lateral pressure of the concrete on which the formwork is placed.

The item representing such a conventional formwork is a Eurofoam. Eurofoam is assembled by various kinds of accessory materials (vertical tie, wedge, wedge plate, steel pipe pipe, etc.), and formwork should be dismantled after completion of framing by concrete pouring.

In addition, there is a disadvantage that the vertical tie is protruding on the skeleton surface, it is necessary to cut the vertical tie, and must work in parallel with the mortar to remove the scratches on the skeleton surface.

In addition, since the reinforcing bar structure and the formwork are not related to each other and are separated from each other, separate efforts such as fixing and maintaining the proper spacing between the formwork and the reinforcing bar are required.

Therefore, according to the conventional formwork and its manufacturing method, the work environment is complicated by the complexity 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, the risk of safety accident Due to the problem of removing the formwork, removing the scratches, and removing the vertical tie protrusion, there was a problem of increasing labor costs and extending the air.

SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and a first object of the present invention is to provide a form of a non-destructive structure and a manufacturing method thereof, which do not need to be removed even after the wall is finished.

And the second object of the present invention, by installing the formwork and the back muscles integrally so that the separate reinforcement work and the installation work of the formwork support can be omitted It is to provide a form of a non-dismantled structure and its manufacturing method which is very easy to construct.

together The third object of the present invention is to provide a form of a non-destructive structure and a method for manufacturing the same, by using a standardized block structure of factory production as a material for formwork, which does not require separate finishing work after completion of the wall.

Also It is a fourth object of the present invention to provide a form of a non-destructive structure and a method of manufacturing the same, which can improve work efficiency and shorten construction period by completing the formwork and reinforcement structure by a combination of standardized components.

Objects of the present invention as described above, a plurality of block structures that are tweaked at a certain distance to face each other on the base concrete;

A female screw formed along the axial direction of the head part and inserted into the fixed prosthesis inserted into the convex structure along the height direction and fastened to each other; And

By a non-destructive formwork structure including; vertical tie which is interposed between the fastening prostheses of each of the block structures facing the same height interposed between the fastening portions of each of the bolts and arranged at regular intervals along the height direction; Can be achieved.

It is also desirable to insert a mesh reinforcement into the block structure.                         

In addition, the fixed prosthesis inserted into the block structure in the height direction is inserted into 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 formed from the upper protrusion. It is preferable that the middle part has a screw hole corresponding to the screw hole formed in the upper protrusion of the high information iron directly on the bottom of the middle part, and the bolt insert hole is formed at the end to insert the male screw of the bolt.

In addition, it is preferable that two or more fixed prostheses are inserted into each block structure.

In addition, it is preferable that each of the vertical ties arranged at the same height is coupled to each other by a plurality of horizontal ties which are interposed between the fastening portions of the respective bolts.

And, the object of the present invention as described above, the step of forming a concrete by pouring concrete dough to a predetermined thickness on the floor; Forming a mold by applying a plurality of block structures having fixed prostheses inserted therein to face each other on the foundation concrete at a predetermined distance; Continuously coupling a plurality of bolts formed in an axial direction with female screws in the head through a vertical tie in a fixed prosthesis inserted into each of the block structures facing each other at the same height; And dividing each vertical tie by the same height, and binding the vertical tie by interposing the tie in series. It is achieved by a method for manufacturing a destructible formwork comprising a.

In the red tide step of the block structure, the screw is inserted into the screw holes formed in the upper and lower protrusions of the 'c'-shaped fixed prosthesis inserted into the block structure to be continuously fastened along the red tide direction. It is desirable to.

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

Hereinafter will be described in detail with the accompanying drawings with respect to the form of the non-destructive structure according to the present invention and a manufacturing method thereof.

1 is a perspective view of the formwork 1000 according to the present invention and Figure 2 is a perspective view of the block structure of the present invention. As shown in Figures 1 and 2, the block structure is reddened at a predetermined distance so as to face each other, and the bolt 300 formed with a female screw head is inserted into the block structure 200 in which the fixed prosthesis is inserted. And a structure for fastening continuously. In addition, each block structure 200 that is red tide to face is connected to the vertical tie 400 and each vertical tie 400 is interposed between the parts of the bolt 300 is fastened along the height direction is continuously tightened as a back muscle It is structure to function. At this time, when the concrete is poured between the block structure 200 that is red tide to face and curing can be used as a wall.

The formwork 1000 has a plurality of block structures 200 and a fixed structure inserted into the inside of the block structure 200, the fixed prosthesis 210 is inserted therein in a parallel relationship relationship with a predetermined distance to the red Longitudinal ties connected to the prosthesis 210 and connected as bolts 300 for fastening each block structure 200 to be fastened and successively fastened and each block structure 200 facing each other to function as reinforcement ( 400).

The foundation concrete layer 100 is formed by pouring concrete to a predetermined thickness in the lower portion. An anchor bolt 110 or a form anchor (not shown) is installed on the foundation concrete layer 100 to bind the fixed prosthesis 210 of the block structure 200.

The width between both ends of the block structure 200 will be about 0.32m 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 is firstly coupled 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 ( The second fastening is performed by inserting the screw 220 into the screw hole 211 formed in the upper protrusion 214 of the 210 and the lower hole 215 of the upper fixed 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 block structure 200 with the fixed prosthesis 210 is also 200 mm to maintain a uniform 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, thereby enabling up and down binding between the block structures 200. In addition, the head portion (300b) of each bolt has a hexagonal structure in order to give the convenience of work in the field construction.

The vertical tie 400 serves to bind each block structure 200 to face each other. The vertical tie 400 is an elongated member having a length longer than the width, and both ends thereof are positioned above the lower protrusion 215 of the fixed prosthesis 210 inserted into the respective block structures 200, and the bolt insertion hole 213 is provided. Is interposed between each bolt 300 fastened to each other. Accordingly, as it is applied, it is possible to bind between each block structure 200 arranged in parallel.

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 each other in a height direction.

The horizontal tie 500 is an elongated member having both ends coupled to each 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.

3 is a cross-sectional view taken along the line A-A of FIG. 1 and FIG. 4 is a cross-sectional view taken along the line B-B of FIG. As shown in Figures 3 and 4, each block structure 200 is inserted into the bolt insertion hole 213 of the fixed prosthesis 210 to form an independent outer wall structure and the fixed prosthesis 210 is inserted therein. It has a structure that is bound to each other according to the continuous fastening of the bolt (300).

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 in this way is fastened to the female screw of the head portion 300b of the bolt inserted into the bolt insertion hole 213 of the lower fixed prosthesis 210 positioned below it.

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

In addition, the vertical tie 400 is disposed along the height direction between the respective block structures 200 constituting the outer wall structure before the bolts are fastened to bind the block structures 200 having the same height.

The bolts 300 are inserted into the fixed prosthesis 210 in each of the facing block structures 200 to have a structure in which they are fastened to each other. At this time, both ends of the vertical tie 400 are fastened over the fixed prosthesis 210 of the respective block structures 200 by being interposed between the fastening portions of the bolts 300. 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 interposed between 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.

5 is a partial plan view showing a coupling relationship between the block structure 200, the vertical tie 200, and the horizontal tie 500a, 500b of the present invention. As shown in FIG. 5, the longitudinal tie 400 is inserted across the lower protrusion 215 of the fixed prosthesis 210 of the block structure 200 of equal height in each block structure 200 that is red tipped to face each other. At this time, the binding to the fastening portion of each bolt 300 inserted into the bolt insertion hole 213 of the fixed prosthesis 210 for the binding of the block structure 200.

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 another horizontal tie 500b adjacent to each other form an arrangement structure in which they are laminated to each other. Accordingly, the vertical tie 400 arranged by the same height is connected to each other.

6 is a partial cross-sectional view showing the arrangement of the vertical tie 400 according to another embodiment of the present invention. As shown in Figure 6, to explain the structure of the wall, in particular the corner portion of the building, in the outer coater at the corner fastening between the separate block structure 240 and the block structure at both ends of the corner The vertical tie 410 for the edge 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 ° cornered shape instead of 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.

The vertical tie 410 for the corners used in the corners has a 'T' shape as shown. Therefore, the head portion 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 two outer corner block structure 240 of the outer corner, 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.

7 is a state diagram used in the form according to the present invention. As shown in FIG. 7, in the formwork, when the concrete dough is poured and cured between the block structures 200 adapted to face, the formwork may be used as an independent wall of a non-destructive structure.

At this time, between the block structure 200 to which the concrete dough is hardened is provided with a frame structure consisting of a vertical tie 400, a bolt 300 and a horizontal tie 500. The frame structure functions as a back muscle when the concrete dough solidifies and functions as a wall. Therefore, the formwork does not need a separate dismantling work after the input and curing of concrete.

8 is a flow chart of the formwork manufacturing method according to the present invention. As shown in Figure 8, the manufacturing method of the form according to the present invention, by tightening the block structure through the fastening method between the block structure is a method of forming the reinforcement using the vertical tie and the horizontal tie.

First, the concrete dough is poured on the floor to a predetermined thickness to form a foundation concrete layer 100 (S1000). In addition, a form anchor (not shown in the drawing) which is a known method for fixing the block structure 200 to the foundation concrete layer 100 before the foundation concrete layer 100 is completely cast or anchor bolt ( bury anchor bolt, 110). In addition, the interval is formed in two lines in one embodiment in consideration of the thickness of the block structure 200 to be positioned on the base concrete layer 100.

When the foundation concrete layer 100 is completed, the block structure 200 in which the fixed prosthesis 210 is inserted therein is reddened to face a predetermined distance (S2000).

At this time, the facing block structure 200 is loaded so as to face the upper and lower protrusions of the fixed prosthesis 210 inserted therein. In addition, the anchor bolt 110 buried in the foundation concrete layer 100 is bound to the bolt fastener 213 of the fixed prosthesis 210 of the block structure 200. By doing so, the block structure 200 can be fixed to the foundation concrete layer 100.

After red tiling the first stage, the second stage is also red over the first stage.

After the two-stage block structure red tide, the male screw 300a of the bolt is inserted through the bolt insertion hole 213 formed in the fixed prosthesis 210 of each block structure facing the same height, wherein the male screw 300a is provided. Before insertion, the bolts are coupled to each other through the vertical tie 400 through the joints (S3000).

Since the bolt 300 inserted into the bolt insertion hole 213 of the fixed prosthesis 210 of the second stage is inserted at the bottom without the bolt 300 at the bottom, the male screw 300a of the bolt has no female screw to be fastened. The male screw 300a of the bolt inserted from the third end is fastened to the female screw of the head 300b of the bolt 300 at the bottom thereof.

Accordingly, the vertical tie 400 is coupled over the fixed prosthesis 210 facing each other when each end is formed. In addition, the blocks are repeatedly arranged horizontally by the same height according to the number of the fixed prostheses 210 and the bolts 300 inserted in the respective block structures, and the height of the block structure 200 along the height direction, that is, by the height of one stage. Repeated vertically.

When the arrangement of the vertical tie 400 is completed, the horizontal tie 500 is interposed between the fastening portions between the bolts 300 before the fastening of the respective bolts 300. This is made over the vertical tie 400 is arranged by the same height, so that the adjacent horizontal tie 500 each end is stacked close to each other. Then, the bolt 300 is continuously fastened (S3000, S3100).

After the bolt is fastened to the screw hole 212 formed in the upper projection 214 of the fixed prosthesis 210 of the first end and the lower projection 215 of the fixed prosthesis 210 of the second end. The screw is inserted to bind the upper and lower block structures to the secondary (S3200).

Therefore, each vertical tie 400 is bound by the fastening of the bolt 300 along the height direction is connected and bound by the horizontal tie 500 by the same height, thereby providing a reinforcement structure between each outer wall structure.

And the concrete dough is put and cured between each block structure 200 facing the outer wall structure. Then, the concrete dough is fixed together with the block structure 200 and completed as a wall, so that the disassembly of the form structure consisting of the block structure 200 is unnecessary.

In the formless and manufacturing method of the non-destructive structure according to the present invention as described above, the present invention is a structure and a manufacturing method of forming only the formwork without the reinforcement structure, the formwork and the manufacturing method of the structure to install the window frame and door to the wall, It can also be used as an independent outer wall structure and its manufacturing method.

First, the structure and the manufacturing method of forming only the formwork without the reinforcement structure according to the present invention, weed the block structure 200 on the foundation concrete 100, the block structure 200 facing the vertical tie (400) ) Is a structure and a manufacturing method without a horizontal tie that is connected by connecting each other. Therefore, reinforcement by reinforcing bars is required between the block structures in order to form a stronger wall.

However, since the bolts 300 are continuously fastened in the height direction in the block structure 200, and the block structures facing each other are bound by the vertical tie 400 connected to the male screw portion 300a of the bolt at the same height. In addition, since the basic reinforcement structure is provided, the formwork described above can be used sufficiently without a separate reinforcement on a wall subjected to a small load.

9 is a view showing a structure for installing a window on the wall according to the present invention, Figure 10 is a view showing a structure for installing a door to the wall according to the present invention, Figure 11 is a 'b' used for the window and the wall 12 is a partial cross-sectional view of AA of FIG. 9, and FIG. 13 is a perspective view of the pull deck.

As shown in the structure and manufacturing method for installing the windows and doors in the wall according to the present invention, only the support member and 'b' block structure 600 for supporting the window frame and the door is different, and other components and manufacturing The method is the same as in the first embodiment.

In order to install the windows and doors on the wall, it is impossible to use only the block structure 200 as described above. As shown, the 'b' block structure 600 is used next to the windows or doors. The 'b' block structure 600 is a 'b' shaped block structure in which one surface of the block structure protrudes vertically by applying the block structure 200 as a name.

Therefore, the side surface of the window or door is formed by the binding between the 'b' block structure 600 and the block structure 200.

And since the opening is formed in the upper part of the windows or doors, the concrete cannot be poured even if the formwork is completed. Therefore, the connection door deck 610 for connecting the left and right of the window or door is installed. 12 and 13, the deck deck 610 is integrally formed to connect the widths of windows and doors, and is bent to support the unloading load when concrete is poured. It is a structure for avoiding interference with 300). That is, the portion where the bolt 300 descends is a structure in which the groove is integrally formed downward. And the upper portion is bent to form a bolt fastener 650 to couple the fixed prosthesis 630 and the bolt 640 of the pulverized block structure 620 to be described later. In addition, it is preferable to use an iron plate member because the pull-out deck 610 must be able to withstand the load of the concrete when the concrete is poured after the formwork is completed.

The at least one block block structure 620 is located at an upper portion of the draw deck 610 located above the window or the door and is coupled to the bolt 640. The block block structure 620 is substantially the same as the general block structure 200 described above, but the fixed prosthesis 630 inserted therein is slightly different from the fixed prosthesis 210 of the general block structure 200. That is, as shown in the drawings, the fixed general prosthesis 210 protrudes from the lower end of the block structure 200, but the fixed prosthesis 630 of the block block structure 620 has a protruding lower part of the block. It is a shape protruding from the upper end of the structure 620, not the end. In addition, the lower protruding length is also relatively shorter than the lower protruding portion of the block structure 200 in order to avoid interference between the drop deck 610 and the bolt 300 which is located below the drop block structure 620.

In addition, the induction deck 610 is a portion in which the bolt 300 is fastened to the lower bent shape as described above. The bolt coupling hole 650 and the bolt 640 are formed at the upper bent portion of the pull deck 610 at the lower protrusion of the pull block structure 620.

In addition, the height of the pulverized block structure 620 is shorter than the thickness of the pulverized deck 610 than the general block structure 200.

Therefore, the upper work process of the windows or doors is first added to the process of installing the impregnated tech 610, and then the order of fastening the remaining pulverized block structure 620, vertical tie and bolt is the same as the first embodiment described above. .

And the general block structure 200 is loaded from the upper end of the block.

And since the upper part of the window is opened after the concrete is poured, install a flat panel 640.

In addition, a structure and a manufacturing method of a barrier wall or a fence function as an independent outer wall structure in which concrete is poured into the interior according to the present invention, the foundation concrete 100, the bolt 300, and the block structure 200 are placed. Unlike the formwork of the present invention, the block structure 200 is not reddened to face each other, but instead of being reddened continuously in a single row, and facing the block structure 200 facing the same at the same height. Do not use the vertical tie 400 is coupled to. Of course, to form a fence or the like as the structure described above can be applied to the block structure 200 to the red tide to construct a more robust fence as needed. In short, the formwork according to the invention can be used in various ways, such as walls, retaining walls, soundproof walls, fences of buildings.

In addition, the number of columns of the vertical tie 400 and / or the horizontal tie 500 may be increased according to the thickness of the wall and the size of the requested strength, thereby flexibly responding to the construction of various structures. In addition, the interval between the rows and columns of the vertical tie 400 and the horizontal tie 500 may be adjusted to an interval satisfying an appropriate ratio of reinforced concrete.

In addition, in order to separately write finishing materials, such as marble and tiles, on the exterior of the wall, the vertical tie 400 is extended to the outside of the wall by a predetermined length, and the finishing material is installed on the extension part, thus eliminating the work of pinning the finishing material after finishing the wall. can do.

Although the present 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 formless and manufacturing method of the non-destructive structure according to the present invention as described above, it can be easily installed through the block structure and bolts, etc., which can be manufactured by the factory, so that the reinforcement work can be solved by the combination of the horizontal tie and the bolt and the vertical tie. It is possible to reduce the difficulty of construction to maintain a constant gap between the existing formwork and the reinforcement. Therefore, it is possible to reduce the manpower relatively and there is no need to dismantle the form after curing the concrete. Reduction and construction cost can be achieved.

In addition, 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 time of manufacturing the building work. In addition, the present invention can form a variety of structures with the base material of the bolt, block structure, vertical tie, horizontal tie. That is, the back muscles can be selectively selected as needed, and the block structure can be selected in one or two rows.

In particular, in forming the facing block structure, the formwork of the present invention eliminates the need for a separate reinforcement work and formwork support. That is, the tension between the vertical tie and the horizontal tie connected to the bolt inserted into the block structure can be fixed to each other without a separate reinforcement or support device.

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.

Claims (9)

A plurality of block structures inserted at a predetermined distance so as to face each other on the foundation concrete layer and having high information hardware penetrated in the height direction; A female screw formed along the axial direction of the head and inserted into the fixed prosthesis inserted into the block structure in the height direction and fastened to each other; A vertical tie disposed on both sides of the fixed prosthesis of the respective block structures facing the same height, interposed between the fastening portions of the bolts, and arranged at regular intervals along the height direction; Formwork of a non-destructive structure, characterized in that it comprises a. Claim 2 was abandoned when the setup registration fee was paid. The method of claim 1, Formwork of a non-destructive structure, characterized in that the mesh type reinforcement is inserted into the block structure. Claim 3 was abandoned when the setup registration fee was paid. The method of claim 1, The fixed prosthesis inserted through 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 larger than the upper protrusion. It is longer and in the middle part has a screw hole to correspond to the screw hole formed in the upper projection of the high information iron that is directly reddened at the bottom, and the end portion is a non-disassembled structure characterized in that the bolt insertion hole is formed so that the male screw of the bolt is inserted Formwork of structure. Claim 4 was abandoned when the registration fee was paid. The method of claim 3, wherein Formation of a non-destructive structure, characterized in that the fixed ball hardware is inserted into each block structure two or more. Claim 5 was abandoned upon payment of a set-up fee. The method according to any one of claims 1 to 4, Each vertical tie disposed at the same height is a structure of the non-dismantled structure, characterized in that the structure is coupled between each other in a continuous plurality of horizontal tie interposed between the fastening portion of each bolt. Claim 6 was abandoned when the registration fee was paid. The method of claim 5, Formwork of the non-destructive structure, characterized in that the horizontal tie is arranged in two rows. Claim 7 was abandoned upon payment of a set-up fee. The method according to any one of claims 1 to 4, Formwork of the harmless structure, characterized in that it further comprises a 'b' block structure is installed on the sides of the windows and doors to install the windows and doors on the wall, and an in-door deck and impingement blocks installed on the windows and doors. Claim 8 was abandoned when the registration fee was paid. In the construction method of the formwork, Pouring concrete dough to a predetermined thickness on a floor to form a foundation concrete layer (S1000); Forming a mold by applying a plurality of block structures having fixed prostheses inserted therein to face each other on the foundation concrete layer at a predetermined distance (S2000); A step (S3000) of continuously connecting a plurality of bolts formed in the axial direction with female screws in the head by vertically interposing the fixed prostheses of the block structures facing each other at the same height (S3000); Non-destructive formwork manufacturing method comprising a. Claim 9 was abandoned upon payment of a set-up fee. The method of claim 8, In the binding step (S3000) of the block structure, the step of dividing the vertical tie by the same height and binding through the horizontal tie for each fastening portion (S3100); Non-destructive formwork manufacturing method characterized in that it further comprises a.

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