MXPA98008545A - Reinforced frame for structures and method of building structures for buildings using the reforz frame - Google Patents

Abstract

A reinforcement framework is provided for structures and a method of building structures for buildings that uses the same reinforcement framework. This reinforcing frame for structures is formed by composing base plates and connecting plates with connecting ropes, or by prefabrication, so that the reinforcing frame can be bent and assembled, and conveniently transported and used. This reinforcing frame for structures generally forms a plurality of cells, by means of which it is used only to reinforce a soft floor and construction of a front wall, such as a retaining wall, but also for several other purposes. Namely, such reinforcement framework for structures, with multiple purposes and a method of constructing structures for buildings using the same reinforcement framework was provided

Description

REINFORCED FRAME FOR STRUCTURES AND METHOD OF BUILDING STRUCTURES FOR BUILDINGS USING THE FRAMEWORK REINFORCED BACKGROUND OF THE INVENTION FIELD OF THE INVENTION The present invention relates to a frame reinforced for structures, and more partially to a frame reinforced for structures that are composed of a large number of cells, and capable of being folded and assembled; and a method of constructing structures for buildings that use the reinforced frame.

Generally, a reinforced frame for structures of various methods has been used to reinforce a soft floor or to construct a front surface wall as a retaining wall or dam. First, an example of a reinforced framework for structures used to reinforce soft ground is published in the application available for Japanese Patent Examination No. 58-106020. The conventional reinforced framework for structures was constructed by holding at least two or more basic plates at a predetermined interval, with synthetic resins or metal panels. When installing the conventional reinforced frame for structures, spaces must be left between the structures to insert a filler material such as earth. However, it is difficult to obtain the desired space due to the strength of your compensation, and there are also many difficulties in construction.

The conventional reinforced framework for structures used in the construction of a front surface wall as a retaining wall is shown in Figs. 1A to IC. Fig. IA shows a method developed by Henry Vidal, of French nationality. According to a method shown in Fig. 1, a plurality of concrete slabs (b) including the reinforcement connecting rings (a) projecting to an internal side are prefabricated, reinforcement strips (c) join the reinforcing rings of the connection (a), and then a filling material, such as earth, is emptied on the inner side thereof.

On the other hand, a method of Fig. IB was developed in England, where the components of the unit (d), each in a hexagonal shape, are stacked closely together. To maintain a solidity during stacking, the unitary components (d) are connected with connecting rods (e) that pass through the components, and the filler material, such as earth, is emptied on the inner side by connecting the wires of reinforcement (f) to the connecting rods (e). There is a problem, however, in that the reinforcement cables (f) are stretched, and it is difficult to stack them beyond a predetermined height due to a structural weakness.

SUMMARY OF THE INVENTION The present invention is disclosed to solve the above problems, and it is an object of the present invention to provide a reinforced multi-purpose frame for structures not only to be used for reinforcing a soft floor, but also for constructing a front surface wall as a retaining wall. .

It is another object of the present invention to provide a reinforced frame for cell-shaped structures capable of being easily folded and prefigured.

It is also another object of the present invention to provide a reinforced framework for structures that is easy to install and excellent in stability for the construction of a high retaining wall.

According to the above object of the present invention, wherein a reinforced framework for structures is provided, comprising: at least more than two basic plates including the first holes through which the first cables pass; connection plates including the second holes through which the first cables pass, being placed at a predetermined interval between the basic plates; and the first cables passing through the first holes of the basic plates and the second holes of the connection plates to connect the basic plates with the connection plates.

There is provided a reinforced framework for structures according to another aspect of the present invention, comprising: at least more than two basic plates composed of a flexible material and assembled together at a predetermined interval; and at least more extension elements placed within empty spaces formed between the basic plates and the connecting plates to extend the basic plates from the longitudinal direction to the lateral direction by the tension force. There is provided a reinforced frame for structures according to yet another aspect of the present invention, the frame including at least more than two basic plates having the first connecting slots formed at a constant interval at the end of one side of the longitudinal direction , and the first connection plates that are assembled in the first connection slots in a direction approximately orthogonal to the longitudinal direction of the basic plates, in which the base plates and / or the connection plates have openings.

There is provided a frame reinforced structures according to yet another aspect of the present invention, comprising: at least more than two basic plates including the first connecting slots formed at a constant interval at the end of one side of the longitudinal direction , and second connection slots formed at a predetermined interval of the first connection slots extending downwardly; first connection plates that are assembled in the first connection slots approximately in an orthogonal direction against the base plate; and the second plates that are inserted and fastened to the second connection slots at a predetermined interval in the lower portion of the first connection plate.

There is provided a reinforced frame for structures according to yet another aspect of the present invention, the frame comprising: at least more than two basic plates extending longitudinally with a predetermined thickness including the connecting slots formed on both sides thereof to a predetermined interval in the longitudinal direction; and the connecting plates integrally form assembled portions to be connected to the connecting slots on both sides thereof, wherein the assembled portions are connected to the connecting slots of the basic plates.

There is provided a reinforced framework for structures according to yet another aspect of the present invention, the frame comprising: at least more than one basic plate having connecting slots formed at both ends at a predetermined interval along the longitudinal directional; and connection components that are assembled between connecting slots that oppose each other in the basic plate.

According to the following objects of the present invention, there is provided a construction method for building structures using the reinforced framework for structures, the method comprising the step of using the frame as a panel, in which the spaces of the cells in the frame are filled with filler materials and are hardened by that.

According to still other following objects of the present invention, there is provided a method of construction of building structures using the reinforced framework for structures, the method comprising the step of using the reinforced frame for structures as an interior frame of a building structure.

BRIEF DESCRIPTION OF THE DRAWINGS For a better understanding of the nature and objects of the invention, reference should be made to the following detailed description taken in conjunction with the accompanying drawings in which: Figs. ÍA and IB are perspective views of a frame reinforced for structure showing a front surface of a retaining wall according to a conventional technique, - Fig. 2 is a perspective view of a reinforcing frame for structures according to a first representation selected for the present invention; Fig. 3 is a perspective view of a reinforced frame for structures according to a second representation of the present invention; Fig. 4 is a perspective view of a reinforced frame for the structures according to a third representation of the present invention; Fig. 5 is a plan view of a frame reinforced for structures according to a fourth representation of the present invention; Fig. 6 is a plan view of a frame reinforced for structures according to a fifth representation of the present invention, - Figs. 7A to 7C are front views to show parts of a reinforced frame for structures according to a sixth representation of the present invention; Fig. 8 is a perspective view of a reinforced frame for structures with which the parts of Fig. 7 are connected according to the sixth representation; Fig. 9 is a perspective view of a frame reinforced for structures according to a seventh embodiment of the present invention; Figs. 10A to 10C are perspective views showing parts of a frame reinforced for structures according to an eighth embodiment of the present invention; Fig. 11 is a view of the plane showing a state where the parts of Fig. 10 are connected to each other according to the eighth representation; Fig. 12 is a perspective view of a frame reinforced for structures according to a ninth embodiment of the present invention, - Fig. 13 is a view of the plane to illustrate a representation with respect to a method of constructing a frame reinforced for structures according to the present invention; Fig. 14 is a view of the plane showing another representation of Fig. 13; Fig. 15 is a perspective view of Fig. 14; Fig. 16 is a side view of Fig. 15 showing a state where filling materials are being emptied into each cell; Fig. 17 is a view for illustrating connection portions of the frame reinforced for structures shown in Fig. 15; Fig. 18 is a partial view for illustrating a first example of construction used in an improved construction work in soft ground using a reinforced frame according to the present invention; Figs. 18A, 18B and 18C are detailed drawings of various representations of the "! I" portion in Fig. 18; Fig. 19 is a partial view to illustrate a second example of construction used in an improved soft floor construction work according to a solidification process using the reinforced frame of the present invention; Fig. 19A is a detailed drawing of a part in Fig. 19; Fig. 20 is a plan view of a partially solidified structure mixing a layer of solidified earth and a layer for drainage; Fig. 21 is a partial view of a structure - solidified formed with a layer of solidified earth in a lower section and a drainage layer in a higher section; Fig. 22 is a perspective view of a solidified structure formed with a woven drainage in a layer of solidified earth; Fig. 23 is a perspective view of another solidified structure formed with a drainage layer in an upper section of the solidified earth layer; Fig. 24 is a partial view to illustrate a third construction example in a regenerated waste land using a reinforced frame according to illustrate a fourth example of construction of a retaining wall structure using a reinforced frame according to the present invention; Fig. 25A is a detailed view of a part in Fig. 25; Figs. 26A and 26B are partial views to illustrate a fifth example of construction of another retaining wall using a reinforced frame according to the present invention; Fig. 27 is a partial view to illustrate a sixth example of construction of a tunnel structure using a reinforced frame according to the present invention, - Fig. 28 is a partial view to illustrate a seventh example of construction of an underground structure that uses a reinforced frame according to the present invention; Fig. 28A 'is a demonstration drawing to illustrate a filtration index (or wear ratio) in an underground structure; Fig. 28B is a detailed partial drawing for illustrating a worn structure in an underground structure; Fig. 29A and 29B are perspective views to illustrate an eighth example of construction of a roadway using a reinforced frame according to the present invention; Fig. 30 is a perspective view for illustrating a ninth example of construction of casing structures using a reinforced frame according to the present invention; Fig. 30A is a perspective view of another structure for tubing; Fig. 31 is a side view to illustrate a tenth example of construction of a damper structure using a reinforced frame according to the present invention; Fig. 32 is a perspective view for illustrating an eleventh example of construction of a support structure for a tubed water channel using a reinforced frame according to the present invention; Fig. 33 is a perspective view for illustrating a twelfth example of construction of an embankment structure using a reinforced frame according to the present invention; Fig. 33A is a demonstration drawing to illustrate a state where a top surface in Figure 33 is processed; Fig. 34 is a perspective view of another representation of the structure; Fig. 34A is a view of the plane to illustrate a state where a water gate of the representation i of the structure in Fig. 34 is open; Fig. 34B is a view of the plane to illustrate a state where water gate of the representation of the structure in Fig. 34 is closed; Fig. 35 is a perspective view for illustrating a thirteenth example of construction of a floating marine structure using a reinforced frame according to the present invention; Fig. 35A is a perspective view for illustrating an internal structure of the floating marine structure in Fig. 35; Fig. 36 is a view of the plane "to illustrate a fourteenth example of construction of a petroleum separation structure using a reinforced frame according to the present invention; Fig. 36A is a partial perspective view of the oil separation structure in Fig. 36; and Fig. 36B is a partial side view of the oil separation structure in Fig. 36.

DETAILED DESCRIPTION OF THE INVENTION A selected representation of the present invention will be described below in more detail with reference to the accompanying drawings.

Fig. 2 is a perspective view of a reinforced frame for structures according to a first selected embodiment of the present invention.

The reinforced frame for structures of the representation includes at least more than two basic plates 11, a plurality of connecting plates 12, and cables 13 for connecting the basic plates 11 and the connecting plates 12. A plurality of holes through which wires 13 pass are formed in the basic plates 11 and the connecting plates 12. As shown, the cables 13 pass through the basic plates 11 and the connecting plates 12 to cause the plates to be joined together therefore forming the reinforced framework for structures in a cell form. Here, the connection plate 12 can be modified in size so that the empty space formed between the basic plates 11 and the connecting plates 12 can be changed according to the purpose of the construction.

Because the reinforced frame for transport structures the structure becomes bulky by rotating the connecting plates 13. During construction the structure can be restored to the original shape by pulling the cables 13 as shown in Fig. 2. Therefore , the structure provides a comfort advantage in the construction and improvement of solidity. Further, because the frame reinforced for structures of the present invention is constituted by a large number of cells, it provides an advantage in that any selected fabric can be used as a drain path if necessary.

The reinforced framework for structures can only be used by reinforcing the earth by loading a fill material such as earth into a number of trellises but also to form a front surface wall such as a retaining wall by stacking.

Fig. 3 is a perspective view of the reinforced frame for structures according to a second representation of the present invention. This representation is basically the same as that in Fig. 2. However, this differs from the representation in Fig. 1 in that it connects upper connecting plates 22a and lower connecting plates 22b, having a predetermined space ( d) between these. The reason for maintaining space (d) is to absorb and disperse an impact or vertical load pressure. Because other functions and effects are the same as in the representation of Fig. 2, the detailed description will be omitted.

Fig. 4 is a perspective view of the frame reinforced for structures according to a third representation of the present invention: This representation comprises a plurality of unitary plates 31, a plurality of connecting plates 32 placed in an approximately orthogonal direction between the unitary plates 31 opposite each other, first cables 33a for connecting the unit plates 31, and the second cables 33b for connecting the unit plates 31 with the connecting plates 32. As shown in Fig. 4, the unit plates 31 include openings through of which the first cables 33a and the second cables 33b pass. The connecting plates 33 include orifices through which the second cables 33b pass.

There is an advantage in this representation in that it can be applied to an uneven floor, an inclined surface, an area of rocky soil, and a place where the work of trespassing can not be performed. Since the advantages, functions and effects are the same as those of the first and second representation, no more redundant descriptions will be made.

Fig. 5 is a plan view of the frame reinforced for structures according to a fourth representation of the present invention. The reinforced framework for structures of this representation includes a plurality of flattened basic plates 41 extending in the longitudinal direction. The basic plates 41 are composed of resins or metals, the adjacent plates 41 which are joined together at a predetermined interval in the longitudinal direction. When the basic plates 41 extend in the vertical direction against the longitudinal direction, a large number of empty spaces is formed as shown in Fig. 5.

A plurality of extension elements is placed in the empty spaces between the basic plates 41. Each extension element consists of an extension plate 44 which is arranged in each space of the basic plates 41, and the cables 43 for connecting the extension plate 44 to the base plate 41. The cable 43 passes through holes (not shown) formed at the sides of the base plates 41 and holes (not shown) formed in the plates. extension 44 to thereby connect the extension plates 44 to the base plates 41.

Therefore, because the cables 43 become loose during the transportation of the structure, the extension plates 44 rotate at approximately 90 degrees to have the basic plates 41 tightly ordered by an elastic force of the base plates 41, thereby minimizing the volume. In construction, the reinforced framework for structures of the present invention may be installed in the same manner as shown in FIG. 5 by pulling the cables 43 at both ends thereof. In this state, the material such as earth is put into the structure in order to complete the construction. Other functions and effects can be easily understood according to the previous representations.

Fig. 6 is a plan view of the frame reinforced for structures according to a fifth representation of the present invention. The construction of this representation is basically the same as that in Fig. 5 with the exception of having no extension plate 4. This representation includes cables 53 which are positioned between the connection plates of the basic plate 41 and have a predetermined length, both ends of which are secured to the connection plates. The cables 53 must be made of a flexible material capable of being folded, and thus this representation has the same effect in construction and transportation as that in the representation of Fig. 5.

Figs. 7A to 7C are front views showing portions of the frame reinforced for structures according to a sixth representation of the present invention. Fig. 7A shows a basic plate 61, Fig. 7B a first connection plate 62a, and Fig. 7C a second connection plate. 62b, respectively. The base plate 61 of a long, thin and flat piece includes the first connecting slots 65a formed at a predetermined interval at one end of its upper side along the longitudinal direction. Also, the basic plate 61 includes slots 66 formed at a predetermined interval just below the first connection slots 65a.

The first connection plate 62a includes the second connection slots 65b to be assembled to the first connection slots 65a of the base plate 61. The first connection plate 62a joins along in a direction approximately orthogonal to the base plate 61 The second connection plate 62b is a flat piece that can be inserted into the slots 66.

Fig. 8 is a perspective view of a frame of the reinforcement for structures with which the parts of Figs. 7A, 7B and 7C are connected according to the sixth representation. As described in Figs. 7A to 7C, the first connection slot 65a of the base plate 61 is oppositely assembled with the second connection slots 65b of the first connection plate 62b, and then the second connection plate 62b is inserted in the slots 66 of the plate basic 61 and connected like this. At this time, it is preferable that the opposite ends between the first connection plate 62a and the second connection plate 62b are kept spaced at a predetermined interval (Z) in order to absorb and disperse an impact or vertical load pressure. Subsequently other functions and effects the same as those of the previous representations, the detailed description will be omitted.

Fig. 9 is a perspective view of the reinforced framework for structures according to a seventh embodiment of the present invention. The reinforced frame for structures of this representation is basically similar to that in the representation of Fig. 8. However, the representation is characterized by the fact that a plurality of holes 76 is formed in the basic plate 61 when removing the second connection plate 62b in consequence to the lack of the second connection plate 62b, the grooves 66 of the base plate 61 They can be used as a drainage path, without any separate space installed to drain. The reason that the plurality of holes 76 are formed in the base plate 61 is to enhance the durability by being both ends thereof secured to each other, in case of loading a filler material such as cement and the like.

Figs. 10A to 10C are perspective views showing parts of the frame reinforced for structures according to an eighth embodiment of the present invention. Fig. 10A shows a long basic plate 81 having a predetermined thickness. The base plate 81 includes connecting slots 85 formed on both sides thereof at a predetermined interval in the longitudinal direction. Fig. 10B shows a connection front plate 82a for installing a front surface of the reinforced framework for structures, on both sides of which the first assembly portions 87a are formed to be assembled with the connecting slots 85 of the base plate 81. Fig. 10C shows an average connecting plate 82b which is thus connected to obtain a cell-shaped space between the basic plates 81. The middle connecting plate 82b includes the second assembly portions 87b to be connected to the connecting slots 85. of the basic plate 81.

Fig. 11 is a view of the plane showing a state where parts of Fig. 10 according to the eighth representation are connected to each other. The reinforced frame for structures of the present invention uses thick reinforced concrete, metal plates or other rigid materials, and it is convenient to install a front surface wall of a structure when stacked in multi-layer mode. Although the description in the prefabrication and use of the reinforced framework for structures omitted hereinafter, it can be fully understood from the foregoing. When the reinforced framework for structures is applied to the construction in the sea or aqueducts, the filling materials can be emptied into the respective internal cells at the point where a passageway is installed in the upper portion of the base plates 81 after stack the structures. Also, the structure of this representation can be manufactured in a unified body, not the combination of separate parts.

Fig. 12 is a perspective view of the reinforced framework for structures according to a ninth embodiment of the present invention. This representation shows a state where the reinforced frames for structures of Fig. 10 are stacked and with multiple folds. Therefore, the elements that perform the same functions as those in Fig. 10 are designated with the same reference numbers. As shown in Fig. 12, to make the stacked structure solid, the base plate 81 includes a plurality of holes 98a which pass through the upper and lower areas of the base plate 81. Accordingly, when the structures are stacked, connecting rods 99 puncture holes 98a. Also, the base plates 81, the front connection plates 82a and the middle connection plates 82b include the opening 98b. When the structure is installed in a condition in which the front surface wall is staggered staggered, it provides stability effects to the structure and eliminates ripple. Moreover, because several types of drain spaces are provided with a plurality of openings 98b, this display can reduce the seawater pressure by inducing the influx of seawater at a predetermined distance into the front surface plates, thus providing advantages of high durability and stability to the structure.

Fig. 13 is a conceptual view to illustrate a representation with respect to a method of constructing the reinforced frame for structures according to the present invention. As shown in Fig. 13, the length of a basic plate 1 and a connecting plate 2 can be varied to offer various construction methods. In addition, the reinforced framework for structures of the present invention may omit the process of installing or removing a molding when the surface of the wall has already been formed.

Fig. 14 is a view of the plane to show another representation of Fig. 13. In this representation, horizontal elements 2b and vertical elements lb are integrally formed. The heights of the horizontal elements 2b and the vertical elements lb can be selectively adjusted. Also, the elements 2b and lb include holes (not shown), the ends of which are penetrated.

Fig. 15 is a perspective view of Fig. 14. The representation shows that the horizontal elements 72b and the vertical elements 71b are integrally arranged to form a plurality of cells 910. The horizontal elements 72b and the vertical elements 71b include a large number of holes 76b.

Fig. 16 is a side view of the representation in Fig. 15 to show a state where several filling materials are condensed in each cell. The different types of filling materials are emptied into the interior of the structure. As shown, the filling materials such as cement 16, rubber 17, gravel 18 and cement 19 are emptied in order from the bottom to the top end. Here, the filled portion of the gravel 18 can have an empty space.

Fig. 17 is a view for illustrating a panel construction of connecting units of the representation in Fig. 15. As shown, the horizontal elements (4a, 4b) protrude into a connecting portion of the respective panel units (3a, 3b) and cells (5a, 5b) are filled with filling materials. Drainage elements (6a, 6b) are projected onto the filling materials according to the connection direction of the panel unit (3a, 3b). The drainage elements (6a, 6b) are manufactured to pass through these when the panel units are connected to each other. When the respective panel unit (3a, 3b) is connected to each other, the projected horizontal elements (4a, 4b) and / or drainage elements (6a, 6b) are assembled with an assembling element 7 such as a bolt. All horizontal elements can be connected with a single assembly element.

As described above, the reinforced framework for structures of the present invention can be applied to the various fields as described in other representations, as well as to reinforce a soft soil, stabilize a sandy surface, and build a dam and embankment.

Now, in the following, the technical composition and operational effects will be described in detail and using the reinforced framework for structures of the present invention that is used for the improved construction of a soft ground, regenerated spent earth, retaining wall structures, structures for tunnels, underground structures, road surface structure, drainage structures, buffer structures, support structures for piped aqueducts, embankment structures, floating marine structures, oil retention structures and the like.

(Example of construction 1) Reinforced frame for a drainage path in an improved construction for a soft floor Fig. 18 is a partial view to illustrate an example of construction used in drainage routes of improved construction for a soft floor according to the reinforced frame for structures of the present invention.

In the case where the improved soft ground construction is made according to the frame reinforced for structure of the present invention, a non-woven fabric mat 103 is prepared on an upper surface of the soft ground 101 to thereby form a water containment curtain and thus, an upper drainage path (mat of sand layers) of the unframed cloth mat 103 is mounted by the reinforced frame 104 of the present invention and filled with sand. A drain is installed to allow the soil to improve by the weight of the earth layer.

Here, as illustrated in Figs. 18A, 18B and 18C, the reinforced frame 104 is a basic plate or a connecting plate formed with holes 108 through it, vertical intervals 109 or holes 110.

As described herein, the reinforced frame 104 of the present invention used for chain track in the improved construction of a soft ground effectively serves to disperse various loading pressures of the upper areas and thus providing a traffic path to various equipment. heavy, effectively dispersing various loads transmitted from the ground layer there stacked and easily draining the water coming from the piles of sand 102 through the holes 108 or the vertical interval 109.

Therefore, there is an advantage in that the dispersion of the load is executed exclusively by the reinforced frame of the present invention in which the traffic path in weak soil is provided and a high layer of layers of earth 107 is lowered to reduce the cost of construction and time.

(Example of construction 2) Form constructions of solidified layers using the reinforced frame Fig. 19 is a partial view to illustrate an example of construction applied to an improved construction work of soft soil according to the solidification process of soil and sand using a reinforced frame of the present invention.

In the case of the method of the solidification process using the frame, reinforced according to the present invention, a non-woven fabric mat 203 is installed in and on the upper area of the weak soil, as illustrated in Fig. 19, a frame Reinforced 204 is mounted on top. Then, the chemical agent for the solidification process, sand and soil are uniformly mixed by an agitator to be sprayed into the cells of the reinforced frame 204 by way of pumping and equipment, whereby the processes to form a solidified layer of soil 205 they are done Here, the reinforced frame 204 comprises a base plate or a connecting plate formed with holes 208a therethrough, as illustrated in Fig. 19. In addition, the reinforced frame 204 may be that which is formed with vertical intervals or grooves. through them as illustrated in Figs. 18B and 18C.

The solidified earth layer 205 is integrally fixed by the reinforced frame 204 via the holes 208, vertical intervals or through grooves. The solidified earth layer 205 thus formed serves to disperse a large concentrated charge to a certain portion of the total area of the reinforced frame 204, thus preventing a partial break and uniformly improving a weak soil support force for the advantage of preventing an uneven settlement. of soft soil. * Meanwhile, Fig. 20 is a drawing for illustrating a partially solidified structure where the solidified earth layer 205 is only formed in part of the cells of the reinforced frame 204 while other parts of the cells are formed with granular aggregates such as gravel and the like. with ventilation and drainage capacity.

This type of partial solidification process allows air and moisture to circulate through a drainage layer 206 formed in part of the cells, so that there is an advantage in resolving a break in the equilibrium of the environment caused by the process of solidification according to the conventional method of installation (emptying).

Fig. 21 is an illustrative drawing for representing a structure where a reinforced frame 204 is thus formed in a lower section with the solidified earth layer 205 and is then placed in an upper section with a drainage layer 206 filled with granular aggregates such as gravel and the like for easy ventilation and drainage, thus allowing drainage of sediment and waste water.

In the solidified structure thus described which enables a drainage, as illustrated in Fig. 22, part of the solidified earth layer 205 is filled with easily ventilated and drained granular aggregates in the form of a woven to form a drainage path. , and as illustrated in Fig. 23, a reinforced frame 204 may be used in more than two tiers, where a lower section is thus integrally formed with a layer of solidified earth 205 and thus providing in an upper section a drainage layer 206 (Example of construction 3) Method of construction of a front wall of recovered waste land Fig. 24 is an illustrative drawing for representing a reinforced frame used for the construction of a reclaimed waste land.

A floor plate 310 of a recovered waste land using a reinforced frame according to the present invention is, as illustrated in Fig. 24, laid with a non-woven fabric mat 303 on a land surface 301 of the reclaimed earth. of excavated debris, and thus provided with a reinforced frame 304 thus forming a cut-out structure.

As described above, the floor plate 310 consisting of the nonwoven fabric mat 303, the reinforced frame 304 and the solidified earth layer 305 serves to disperse in all directions a large amount of concentrated load thus applied to a predetermined portion of through the reinforced frame 304 to effectively prevent the partial collapse and rupture of the earth.

Meanwhile, as illustrated in FIG. 24, when a reinforced frame 304a is manufactured in a middle layer to fill the waste 330 thus allowing the weight of the waste 330 to be laid there to be dispersed, more waste can be filled by this in the augmented layers.

In addition, the ground level plate 310 is seen in those formed in the upper section of the solidified earth layer 304 with a drainage channel 308 that is filled with granular aggregates such as gravel and capable of ventilation, thus allowing an external drainage of sedimentary waters or effluvia.

Drainage channel 308 filled with water-repellent granular aggregates allows sedimentary wastewater to penetrate the soil via soil plate 310 to prevent groundwater contamination because drainage channel 308 aids sedimentary waters (effluvia) extracted from the debris there stacked are easily drained out. The drainage path 308 also prevents a break in structural stability of the salvaged earth due to the water pressure generated there by the effluvia.

Fig. 24 is an illustrative drawing for depicting a salvaged waste land where the aggregates of reinforced frames are all integrally attached and connected to the floor level plate 310 and the front wall 320. The reinforced frames 304 of the front wall according to FIG. the example of construction illustrated in Fig. 24 are placed in parallel, part of which are integrally connected to a reinforced frame 304 of a floor plate 310 and another part thereof forms a scaffold of the rescued earth in a projected structure outward "at a right angle to a horizontal reinforced frame.

The aggregate unit of the land rescued for the waste is integrally formed in the plate at ground level 310 and in the front wall 320, so as to prevent the fall of the front wall 320 or being forced out due to the debris 330 being recovered.

Particularly, the reinforced frame 304 of the front wall 320 is formed with a drainage path 308 filled with granular water-repellent aggregates such as gravel and the like to allow vertical drainage of the effluvia and the reinforced frame 304 is thus filled with a external row of concrete that will then be hardened.

Meanwhile, drainage paths 308 formed in the ground level plate 310 and the front wall 320 collect the effluvia in a collection well 309 to allow these to be drained out of the reclaimed land through a drainage passage 307.

(Example of construction 4) Retaining wall structure Fig. 25 is an illustrative drawing of a reinforced frame used for a retaining wall structure according to the present invention.

In the case of one. retaining wall 400 according to the example of construction illustrated in Fig. 25, an aggregate unit is constructed by erecting a reinforced frame 404 in multiple rows on a terrain 401, and reinforced frame 404 is filled on one of the inner end sides thereof which brings the soil and sand into contact with granular aggregates such as gravel and the like to form a drain path 407. Reinforced frame 404 is exemplified to have a construction where its outer side is filled with concrete 402 and hardened after this .

Here, the reinforced frame 404 is formed, as illustrated in Fig. 25, with a base plate or a connecting plate having a hole 403 through which it passes. In addition, the reinforced frame 404 may be formed at a vertical interval or through the slots. In the case of the structure of the retaining wall 400 thus constructed, water escaping from the subsoil or from the surface layers of earth is easily drained by the drainage channel 408 thus forming an internal pressure of the water generated by the structure of the structure. retaining wall that can be fundamentally prevented.

The drain path 408 provides a drain outlet 409, as illustrated in FIG. 25. The drain outlet 409 is constructed such that it can be guided out through a drain passage 407 to allow easy subsequent discharge of the drain. the filtered waters.

(Example of construction 5) Another example of construction of a retaining wall structure Figs. 26A and 26B are partial views to illustrate another example of construction of a retaining wall structure. The structure of the retaining wall according to the present construction example includes, as illustrated in Figs. 26A and 26B, an external structural wall 510 erected to an extreme left side, a support structural unit 530 erected at a predetermined space towards an inner side of the outer structural wall 510, and connection means 520 for connecting the structural wall together outer 510 and support structural unit 530. Connection means 520 may selectively be a steel cable for connection, a support frame for connection or a connection plate.

The structure of the retaining wall is fabricated, as illustrated in Fig. 26A, with the external structural wall 510 erected out of a destruction curve 550 with a wide upper width, and more than one structural support unit 530 erected within of the destruction curve 550.

Next, the outer structural wall 510 is connected to the support structural unit 530 via the connecting means 520 so as to be solidly supported without being destroyed along the destruction curve 550.

In the case of the structure of the retaining wall 500 thus described, the support structural unit 530 is manufactured in a reinforced frame 504 and as illustrated in Fig. 26B, through a technical construction supported by an anchor 560 in the sub-floor, the supporting structural unit 530 can thus increase the supporting strength of the retaining wall structure 500. Here, part of the supporting structural unit 530 is positioned to be adjacent along the inclined surface 540, as illustrated in Fig. 26B, and when the anchor 560 is clamped there, the supporting force can be maximized.

(Example of construction 6) Tunnel structure Fig. 27 is a drawing for illustrating an example of construction where a reinforced frame is applied to a tunnel structure. The tunnel structure is manufactured by reinforced frames 604 placed in plurality inside a tunnel to be excavated to form a frame, and an end outside the reinforced frame 604 contacting the earth and the sand is filled with granular aggregates permeable to the surface. water such as reinforcing materials or gravel to form a chain track 608. The tunnel structure is thus filled into reinforced frame 604 with concrete to allow it to be hardened after this. The drain path should have a technical construction to be arranged with a drain 609. Here, the reinforced frame 604 is recommended to have a basic plate, or a connecting plate equipped with holes that pass through it, vertical intervals or ducts.

Furthermore, in the case of constructing the tunnel structure, an adhesive force of filling materials is reinforced by an air-permittable structure and a cell wall surface of the filling materials according to the reinforced frame structure 604 comprising separate cells, thus reducing the loss of materials that are the result of the injection.

The tunnel structure described here is totally and solidly connected by the reinforced frame 604, such that it is structurally stabilized and, because the filtration of groundwater from within the tunnel through the drainage path and the drain 609 is easily discharged, then then the pressure of the earth or the pressure of the water applied to the structure of the tunnel can be alleviated.

(Example of construction 7) Underground structure In the case of an underground structure illustrated in Fig. 28, the reinforced frames 704 are manufactured in several rows on an inner side of the excavated subsoil 700, and a reinforced outer frame 704 contacting the earth and the sand is filled with granular aggregates such as coarse sand and the like so as to form a drainage path 708, and the reinforced frame 704 is thus filled on an internal side with concrete.

Here, the reinforced frame 704 consists of a basic plate or a connecting plate with holes through 707 as illustrated in Fig. 28B, and may be formed with vertical intervals or by ducts. The drain path 708 can be connected to a water collection pit 709 as illustrated in Figs. 28A and 28B to thereby allow the water to be discharged out through a drain pipe 710.

The underground structure thus constructed is solidly connected by a reinforced frame 704, such that it is structurally stable and allows groundwater to be filtered from the base of the subsoil through the drainage channel 708, thus obtaining a relief effect of the pressure of the earth or water pressure applied to the underground structure.

Furthermore, in the case of the underground structure according to the present construction example, part of the cells in the reinforced frame 704 is provided with open spaces to allow air or light to flow through as lighting or ventilation routes, such that the Internal sides of the underground structure can be ventilated or illuminated.

The lighting paths can be installed to install optical fibers in the open spaces and the flow of ventilation or lighting can be adjusted by opening and closing a device that opens / closes in the places where the needs are.

The technical concept of free spaces in the underground structure can apply the same structure and technical effect even to the floor structures, allowing floor structures to have free spaces in them.

(Construction example 8) Structural structure for roads such as roads, railways and similar Figs. 29A and 29B are drawings to illustrate an example of construction used in the pavement structures for such road, railroad and similar roads where a reinforced frame according to the present invention is applied.

The track structure for tracks according to the present construction example is formed with, as illustrated in Fig. 29A, an underground structure 810 buried in a roadway along a track direction and an earth structure 820 that it is projected towards the ground, where underground and ground structures are formed with the same width.

The reinforced frame 804a of the present invention comprises underground structures and structures at ground level having each structure integrally connected and joined, where the. The reinforced frame is selectively filled thereby with filling materials to maintain a predetermined force.

In the present construction example thus constructed, the respective structures are established with relatively wide widths in order to allow effective dispersion of the loads through the reinforced frames 804s and 804b, such that the construction example is particularly applicable to the pavement structures. roads such as weak soil and high-speed railways where the support strength is weak to the loads.

In addition, as illustrated in Fig. 29B, the track structure includes an intermediate structure 840 which is erected from a lower structure 830 at a predetermined height with the width of the track and, with its width widening step by step as it is ascending, and an upper structure 850 which is placed in the middle structure 840.

Here, the middle structure 840 and the upper structure 860 can rest on the strips of these by load columns 860.

The reason that the loading columns 860 are formed in the middle and upper structures 840 and 850 is to maximize the dispersion effect of the load and the vibration. In addition, there is another advantage in that a space is formed in the middle structure 840 and the lower structure 830 that can be used as a traffic path and the availability of other spaces can be increased.

(Construction example 9) Conduit structure Fig. 30 is a perspective view for illustrating an example of construction of conduit structures using a reinforced frame according to the present invention.

The structure for conduits according to the construction example is formed as a frame, as illustrated in Fig. 30, with a plurality of reinforced frames 904 formed with basic plates or connecting plates having holes passing through it, installation intervals or conduits 910. The holes that pass through it, installation intervals or conduits 910 of the frames are fixed to a duct 905A and fill materials such as concrete, mortar and the like are filled. Here, sands and lands compatible with the environment, such as yellow earth and the like can be used.

In the present constructed construction example, the conduits 905A are supported by the reinforced frame 904 to allow the various applied loads, from an upper side to be thus dispersed through the reinforced frame 904 and supported thereby, such that the conduits 905A Stable support There is another advantage in the heat generated by the 905A ducts being well preserved by the independent structures of the 904 reinforced frames and propagating rapidly to the entire duct structures.

Meanwhile, the through holes, the installation intervals or the ducts are formed rectangularly as illustrated in Fig. 30A and the ducts 905B inserted there are also formed rectangularly in sections and thus facilitating the transfer of heat due to the wide area of contact between conduits 905B and reinforced frame 904.

Furthermore, as illustrated in Fig. 30, it is advisable that the base plate or connecting plate formed at one end of the reinforced frame 904 be formed with a fixed fixed to the surface of the wall and separated by a floor slab for thus prevent unnecessary vibration or load from being applied there.

(Construction example 10) Damper structure Fig. 31 is an example of construction of a reinforced frame according to the present invention that is applied to a damping structure to dampen the vibration generated by the transit load of a vehicle.

In the cushion structure of the present invention, a reinforced frame 1004 is thus filled with cushioning materials 1005 such as sands, E.P.S., rubber and the like, and a paving layer 1020 is thus formed for the construction realization.

The shock absorbing structure thus constructed disperses the vibration of a vehicle's transit load through the cushioning materials 1005, thereby reducing the fatigue of the bridge structure, increasing the durability of the bridge structure and reducing maintenance costs and repair.

(Example of construction 11) Support structure for a piped aqueduct Fig. 32 is a schematic diagram for illustrating an example of construction where a reinforced frame according to the present invention is used as a support structure for the tubed aqueduct.

In the case of the support structure for the piped aqueduct, basic plates 1101 in the reinforced frame 1104, as illustrated in Fig. 32, extend along parallel to the piped aqueduct, each spaced at a predetermined interval , and connecting plates 1101 are connected at right angles to the basic plates 1101, where the base plates 1101 have higher levels in the periphery in the direction of the section itself and lower levels in other areas.

The frame is therefore placed, with the 1103 pipe and the earth and sands excavated in the place, they are filled to complete the supporting structure of the piped aqueduct.

The supporting structure for the piped aqueduct constructed in this way is arranged under several piped aqueducts to favorably disperse the various loads applied to the piped aqueducts and to the totality of the structures, such that the piped aqueducts are prevented from breaking or sinking irregularly. Meanwhile, edges of the frame can be favorably extended to a predetermined upper portion of the earth to enable easy observation of the burial positions of the tube channels.

Fig. 33 is a schematic diagram for illustrating an example of construction where a reinforced frame according to the present invention is applied to various embankment structures such as dykes and the like.

In the embankment structure 1200 according to the present construction example, reinforced frames 1204a are stacked in multiple rows on a ground level surface of the land 1201 where the embankment structure is manufactured from a water level at a predetermined height, where a General framework is formed through a process of stacking reinforced frame 1204a and where reinforced lower frames and reinforced upper frames are placed cross-linked. The framework is manufactured by filling of filling materials in cells of reinforced frames.

There is thus an advantage in the constructed structure of the embankment in which the water that reaches the framework is dispersed or even discharged in various directions through the cells of reinforced frames 1204A even in the construction processes of the general frameworks to or even after of the realization of the frames, such that the frame is prevented from being broken due to the water pressure concentrated to a predetermined portion and thus hastening the easy construction of the frame.

There is another advantage in that the filling materials 1205a can be emptied into the frame after it has been manufactured such that a transport path can be obtained on the frame to facilitate the emptying of filling materials to be emptied therein. There is still another advantage in that the filling materials are not lost because they are emptied into the prefabricated framework and thus reducing the overall construction costs.

Meanwhile, a reinforced frame 1204a illustrated in Fig. 33A has the same shape of the reinforced frame shown in Fig. 12, where it is noted that the vertical holes through it are formed vertically and the vertical connecting rods are erected by vertical insertion. in the holes that cross it vertically. These connection bars serve to connect the upper and lower reinforcement frames solidly and mutually.

There is also an advantage in that a replacement to remove part of the reinforced frames from the inside or the outside can be made in the structure of the fill, which is completed with the emptying of the filling materials 1205A in the framework made with reinforced frames thus described and allowing easy maintenance and repair. Still still, the orifices of the water conduits 1202 are formed at each interval of the reinforced frames in the embankment structures shown in Figs. 34, 34A and 34B according to another example of construction, to have a technical construction that is provided with a gate 1203 to open and close the water conduits 1202.

In the construction of the embankment structure thus described, when reinforced frames 1204b are manufactured with a plurality of water conduit holes 1202, which open, as illustrated in Fig. 34A, and at the same time the clogged cells are filled with 1205B filler materials, and the installation work on the reinforced frames 1204b is completed through the entire section to be manufactured, the 1203 open gates in the 1202 water conduits are selectively closed to cut the flow of water , in order to complete the work by filling the cells.

There is an advantage in that the embankment structure has water conduit holes 1202 and the gates 1203, in that when the embankment structure is manufactured, the fabrication work can be done while the holes of the water conduits 1202 are open, by both by effectively dispersing the water pressure or the grinding pressure to enable an easy construction of the fill structure.

(Example of construction 13) Floating marine structure Fig. 35 is a schematic diagram for illustrating an example of construction where a reinforced frame according to the present invention is applied to a floating marine structure.

The floating marine structure according to the present example of construction forms a frame by stacking multiple rows of reinforced frames 1304 in multiple layers where basic plates or connection plates are formed with the holes they pass through, installation intervals or passages through, and the holes that they pass through, installation intervals or conduits that pass through the reinforced frames are fixed by the floating body 1300.

The present construction example thus constructed is raised to the surface according to the floating rate of the floating body 1300 and obtains a strengthening effect a structurally stable top plate according to the reinforced frame 1304. The floating body 1300 is constructed such that, as illustrated in Fig. 35A, the air hose 1305 perforates the hole 1308, separating the intervals or conduits from the reinforced frame 1304 to be then secured to the base plate or connection plate.

At this time, it is perceived that the inlet and outlet of the air hose 1305 are positioned in an upper area of the reinforced frame 1304, to thereby expedite an easy inflation and deflation of air at the outlet of the air hose 1305.

It is also recommended to form the floating body 1300 in such a way that an expandable synthetic resin 1303 is integrally filled and fixed in the reinforced frame 1304, as illustrated in Fig.35.

(Example of construction 14) Oil barrier Fig. 36 is a schematic diagram for illustrating an example of construction where a reinforced frame according to the present invention is applied to an oil barrier. The oil barrier 1400 according to the present construction example includes, as illustrated in Fig. 36A, a floating body having a reinforced frame comprising plural rows of basic plates and connecting plates and non-woven material 1403 attached to a cell of reinforced frame 1404 and ropes connected at both ends of the reinforced frame.

At this time, along the basic plates, as illustrated in Fig. 36B, the floating body comprising plural rows of reinforced frames is formed in multiple phases, each at a predetermined interval and it is advisable to place a reinforced frame Higher when it will be positioned near an external one where the oil is filtered and place a lower reinforced frame when it is positioned inside.

In addition, both ends of the oil barrier are connected to ropes 1402, where the reinforced frames 1404 comprise basic plates, connection plates and connection cables for flexibility. The 1400 oil barrier, constructed in this way, is installed and used as a barrier by sending it to a marine area where oil is spilled from a vessel due to a marine accident.

The 1400 oil barrier serves to prevent spilled oil from spreading further since the oil spilled from the ship is absorbed by a non-woven material 1403 disposed in each cell when the oil passes from the interior to the exterior. This is the reason why the base plates are gradually higher outside where the oil spilled and the base plates are therefore gradually lower in height inside.

The 1400 oil barrier thus constructed can be used repeatedly by replacing the non-woven material 1403 to effectively prevent the spread of polluted marine waters.

Apparently from the foregoing, it can be noted that the reinforced framework for structures according to the present invention can be applied to the various areas. It should also be understood that the present invention will not be limited to the specific representations, but various other changes and modifications may be added without departing from the scope of the present invention as defined in the appended claims.

Claims (69)

1. A reinforced framework for structures comprising: at least more than two basic plates including first holes through which the first cables can pass; connection plates including second holes through which the first cables can pass, each placed at a predetermined interval between the basic plates; and first cables that pass through the first holes of the basic plates and the second connection holes of the connection plates to connect the basic plates with the connection plates.

2. The frame reinforced for structures according to claim 1, wherein the connecting plates are dually placed upwards and downwards maintaining between these a predetermined interval.

3. The reinforced framework for structures according to claim 1, wherein each basic plate is integrally formed to thereby connect a plurality of connecting plates therebetween.

4. The reinforced framework for structures according to claim 1, wherein the basic plates comprise a plurality of divided unit plates including third orifices through which second cables can be passed to connect to a connecting plate in an approximately middle portion of the unit. the plate; and second cables to connect the plates of the unit through the third holes.

5. A reinforced framework for structures comprising: at least more than two basic plates composed of a flexible material and assembled together, each at a predetermined interval; and at least more than one extension element placed within empty spaces formed between the basic plates and the connecting plates to extend the basic plates of the steering. longitudinal to said, direction by the tension force.

6. The reinforced frame for the structures according to claim 5, wherein said extension element comprises: a connection plate having holes through which the cables can pass; and «cables to connect the connection plate to the basic plate.

7. The reinforced framework for structures according to claim 5, wherein said extension element comprises a cable of a predetermined length that is secured between the connection plates opposite the basic plates.

8. A reinforced frame, the frame comprising: at least more than two long basic plates having first connecting slots formed at a constant interval at the end of one side of the longitudinal direction; and first connection plates that are assembled with the first connection slots in a direction approximately orthogonal to the longitudinal direction of the basic plates, where the basic plates and / or the connection plates have openings.

9. A frame reinforced for structures, the frame comprising: at least more long basic plates including first connecting slots, each formed at a constant interval at the end of the longitudinal direction, and second connecting slots, each formed at a predetermined interval of the first connection slots down; first connection plates that are assembled with the first connection slots in an approximately orthogonal direction against the basic plates; and second plates that are inserted and fastened to the second connection slots, each placed at a predetermined interval in the lower portion of the first connection plate.

10. The reinforced frame for structures according to claim 9, the basic plates and / or the connecting plates have holes.

11. A frame reinforced for structures, the frame comprising: at least more than two basic plates, each extended longitudinally with a predetermined thickness, including connecting slots formed on both sides thereof, each placed at a predetermined interval in the direction longitudinal; and connecting plates integrally forming assembled portions to be connected to the connecting slots on both sides thereof, wherein the assembled portions are connected to the connecting slots of the basic plates.

12. The reinforced frame for structures according to claim 11, wherein the basic plates further comprise a plurality of first holes for inserting connecting bars there when the plates are stacked.

13. The reinforced framework for structures, according to claims 11 or 12, wherein the basic plates and / or the connecting plates further include second holes that traverse both ends of the basic plates and / or connecting plates.

14. A frame reinforced for structures, the frame comprising: at least more than one basic plate having connecting slots formed at both ends, each placed at a predetermined interval along the longitudinal direction; and connecting elements, each one being assembled between the connecting slots opposite each other on the basic plate.

15. A reinforced frame for structures the frame comprising a plurality of cells, where the cells can be selectively adjusted in height.

16. The reinforced frame for structures according to claim 15, wherein said plurality of cells are filled with different filling materials.

17. The reinforced framework for structures according to claim 16, wherein the structure is filled with filling materials to form predetermined spaces through the cells.

18. The reinforced framework for structures according to claim 17, wherein the structure is used to adjust an air-or light flow.

19. The reinforced framework for structures according to claim 15, wherein the cells have holes in the surfaces of their walls.

20. The reinforced framework for structures according to claim 15, wherein said structure forms a drain path connecting through the space of a predetermined cell and the holes made in the surface of the wall of the cell.

21. The reinforced frame for structures according to claim 15, wherein the filling materials are selectively emptied in only a few cells of the plurality of cells.

22. The frame reinforced for structures according to claim 15, further comprising an assembly device for connecting with other structures, wherein the assembly device is formed in a body unified with the structure.

23. The reinforced framework for structures according to claim 19, wherein a drainage element is positioned by means of said holes.

24. The reinforced framework for structures according to claim 19, wherein said structure is used to control the flow of water.

25. The reinforced framework for structures according to claim 24, wherein the water flow is controlled by opening / closing the holes in the structure.

26. A method of using the reinforced framework for structures according to any of claims 1 to 24 as an inner frame of a building structure.

27. A method for using the reinforced frame for structures such as a panel according to any of claims 1 to 24, wherein the spaces of the cell are filled with filling materials and then hardened. «

28. The method according to claim 27, wherein several types of filler materials are used simultaneously for a panel.

29. The method according to claim 27, wherein the panel is in a state in which predetermined cells are filled with filling materials and in which the remaining portion to be connected to other structures is revealed.

30. The method according to claim 29, wherein the panel is used as a mold and is formed in a body unified with the filling materials.

31. A method of constructing a building structure using a reinforced frame to improve a weak floor, method comprising the steps of: forming a water blocking curtain installing a nonwoven fabric mat in a weak upper floor area; installing a reinforced frame formed with an opening at a vertical interval or a groove running through a drainage path on the nonwoven fabric mat; forming a water permeable layer by filling the reinforced frame with granular aggregates permeable to water; and forming a layer of earth on the water permeable layer.

32. A method of constructing a building structure using a reinforced frame to improve a weak soil, the method comprises the steps of: installing a non-woven mat in the ground; installing a reinforced frame formed with an opening, a vertical interval or a groove running through the mat of non-woven fabric; and uniformly mixing soil and sand with a process solidifying agent and pouring it horizontally into the reinforced frame cells using a pump or other equipment to form a solidified layer of soil.

33. The method according to claim 32. Where the solidified layer of soil is only partly formed in cells of the reinforced frame and another part of the cells of the reinforced frame is formed with drainage filled layer filled with granular aggregates such as gravel and the like for ventilation and drainage. .

34. The method according to claim 32, wherein the reinforced frame is formed in a lower part with a layer of the solidified earth and is formed in an upper part with a drainage layer filled with granular aggregates such as gravel and the like for ventilation and sewer system.

35. The method according to claim 32, wherein the reinforced frame is stacked in a two-tiered layer, and a lower layer of the reinforced frame is integrally formed with a layer of solidified earth while an upper layer of the reinforced frame is formed with a layer of sewer system.

36. A method of constructing a building structure using a reinforced frame, the method comprises the steps of: installing a non-woven mat of fabric on a reclaimed waste soil floor surface; install a reinforced frame formed with an opening, vertical interval or through groove; and forming a water blocking layer in the reinforced frame in order to manufacture a plate at ground level in a reclaimed waste land. *

37. The method according to claim 36, wherein a reinforced frame is installed in a middle layer of buried waste.

38. The method according to claim 36, wherein the ground-level plate is formed with a chained layer filled with granular aggregates such as gravel and the like for blocking water in an upper area of the blocking layer.

39. The method according to claim 36, wherein the reinforced frames are placed in plural rows on the front walls, and part of which are integrally connected to the reinforced frame of the plate at ground level in order to form a framework of the waste land recovered.

40. The method according to claim 39, wherein the reinforced frame is formed in an internal row of the front wall thereof with a drain path filled with granular aggregates such as gravel and the like.

41. The method according to any of claims 38 to 40, wherein the drainage paths formed in the plate at ground level and front walls are connected to water collecting wells formed in the plate at ground level, considering that the collection well of the water is attached to a connection to the drainage passage to the outside.

42. A method of constructing a building structure using a reinforced frame, the method comprises the steps of: fabricating a frame by erecting in plural rows reinforced frames formed with an opening, vertical interval or groove that traverses it; fabricate a retaining wall structure by filling with granular aggregates such as gravel and the like the reinforced frame that is located in the frame and connects the earth and the sand.

43. The method according to claim 42, wherein the drainage path is installed with a drain and the drain is connected to the outside via a drainage passage.

44. A method of constructing a building structure using a reinforced frame, the method comprises the steps of: making a retaining wall structure comprising an exterior structural wall erected at one end outside, a supporting structure erected on an internal side of the structural wall exterior to a predetermined space, and connecting means for connecting the outer structural wall and the supporting structure.

45. The method according to claim 44, wherein the outer structural wall is manufactured by erecting reinforced frames in plural rows to form a frame and form a drainage path by filling granular aggregates such as gravels and the like into the reinforced frames that contact the soil and sand, and filling other frames reinforced with fillers.

46. The method according to claim 44, wherein the support structure is made of reinforced frames and is fixed to the ground in order to be supported.

47. The method according to claim 44, wherein the support structures have at least more than one of them to be thus positioned within a destruction curve.

48. A method of constructing a building structure using a reinforced frame, wherein a tunnel structure is manufactured by a method comprising the steps of: fabricating a frame in a tunnel by erecting in plural rows reinforced frames formed with openings, intervals verticals or grooves that go through it; forming a drainage path by emptying granular aggregates such as gravel and the like into reinforced frames that contact soil and sand; and emptying materials into the remaining reinforced frames and installing a drain under the drainage path.

49. A method of constructing a building structure using a reinforced frame, where an underground structure is manufactured by a method comprising the steps of: -.fabricating a framework in the subsoil by erecting reinforced frames in plural rows formed with openings, intervals verticals or grooves that go through it; forming a drainage path by emptying granular aggregates such as gravel and the like into reinforced frames that contact soil and sand; and emptying materials into the remaining reinforced frames and installing a drain under the drainage path.

50. The method according to claim 49, wherein the drainage path is connected to the water collection well formed under an underground structure to be then connected to the outside via a discharge pipe.

51. A construction method of a building structure using a reinforced frame, where a structure of the road surface is manufactured by a method comprising the steps of: forming a frame by stacking at predetermined heights and widths reinforced frames formed with openings, vertical intervals or grooves that cross it along the path of weak earth or the land where the railroads are laid; and fill there with filling materials such as gravel and the like.

52. A method of constructing a building structure using a reinforced frame, wherein a roadway structure comprises: a lower structure buried at a predetermined width of the track along the same; an intermediate structure erected vertically at a narrower width to the width of the track from the center of the lower structure to be gradually widened toward the upper portion; and an upper structure having a width corresponding to the width of the track and being laid on an upper portion of the intermediate structure in order to be supported, where the frames of each structure are used as reinforced frames and whose interiors are filled with materials of filling having a predetermined strength after hardened.

53. The method according to claim 52, wherein the intermediate structure and the upper structure rest on the lower structure through the support columns.

54. A construction method of a building structure using a reinforced frame, wherein a tubular structure is manufactured by a method comprising the steps of: forming a frame with plural rows of reinforced frames formed with openings, vertical slots or grooves that they go through; fix the pipes to the openings, vertical intervals or to the grooves that go through the frame; and fill there with filling materials.

55. The method according to claim 54, wherein the openings or the grooves passing through it are formed rectangularly and the pipes also formed rectangularly are inserted therein in sections thereof.

56. The method according to claim 54, wherein basic plates or connecting plates are formed positioned at the ends of the reinforced frame are formed with fixation plates bent at right angles, to be directly fixed to a surface of the wall.

57. A method of constructing a building structure using a reinforced frame, wherein a damping structure is manufactured by a method comprising the steps of:. installing in a layer at the base of a track a reinforced frame formed with openings, vertical intervals or grooves that pass through it; fill the reinforced frame with cushioning materials; and form there a layer of paving.

58. The method according to claim 57, wherein the cushioning filler materials are selected from sand, E. . S. , or rubber.

59. A method of constructing a building structure using a reinforced frame, wherein a piped aqueduct is manufactured by a method comprising the steps of: extending basic plates along the excavation of the piped aqueduct, each at a predetermined interval; connecting connecting plates to the basic plates at right angles, whereby the basic plates have higher peripheries in sections thereof and therefore lower central portions; and put a pipe in a frame and fill with earth and sand excavated in the site to bury the piped aqueduct.

60. The method according to claim 59, wherein the portion of margins at the peripheries of the frame extends high to a predetermined position.

61. A method of constructing a building structure using a reinforced frame, wherein a fill structure is manufactured by a method comprising the steps of: forming a general framework by stacking reinforced frames placed in multiple lines on a floor surface to a predetermined height where the reinforced lower frames and the reinforced upper frames are placed in opposite directions -one of the other; Empty materials from the upper portion of the frame into the cells of the reinforced frames.

62. The method according to claim 61, wherein the reinforced frame is formed with vertical holes through which vertical connecting rods are inserted to secure the upper and lower reinforced frames.

63. A construction method of a building structure using a reinforced frame, wherein an embankment structure is manufactured by a method comprising the steps of: • forming openings for the water conduit at each interval of the reinforced stacked frames where they incorporate the gates to open and close the openings of the channel; effectively disperse the water pressure or destruction pressure by performing a construction construction of an embankment while the openings of the channel are open.

64. A method of constructing a building structure using a reinforced frame, wherein a floating marine stature is manufactured by a method comprising the steps of: forming a frame with plurally reinforced reinforced frames formed with openings, installation intervals or grooves that they cross it; and fixing a floating body to the openings, intervals of the installation or slots that pass through the frame.

65. The method according to claim 64, wherein the floating body is constructed such that an air hose pierces the openings, intervals of the installation or slots passing through it to be fixed thereafter to the basic plates or to the connecting plates, and floats by air effect - inserted by it.

66 The method according to claim 64, wherein the floating body is formed integrally by synthetic expandable resin filled in the reinforced frame.

67. A construction method of a building structure using a reinforced frame, wherein an oil frame is manufactured by a method comprising the steps of connecting a floating body composed of reinforced frames that have been plurally threaded, basic plates and plates connection extensively, a removable nonwoven fabric placed in the cells of the reinforced frames and cables arranged at both ends of the reinforced frames.

68. The method according to claim 67, wherein the floating body comprising the plurally reinforced reinforced frames is formed in multiple stages, each at a predetermined interval.

69. The method according to claim 67 or claim 68, wherein the floating body comprising the plurally reinforced reinforced frames is gradually lowered from the outside to the center of the contaminated waters. SUMMARY The present invention provides a reinforced framework for structures and a method of constructing a building structure using the same. The reinforced framework for structures of the present invention comprises basic plates and connection plates that are fixed to each other with connection cables. Since the structure is prefabricated, it can easily be folded and assembled, and is easy to transport and convenient to use. Because the reinforced framework for structures of the present invention collectively constitutes a large number of cells, it can be used not only to reinforce a soft floor but also to construct a front surface wall as a retaining wall. The structure can provide a multi-purpose structure to be used for a variety of applications.