JP2001295476A - Reinforcing method for concrete skeleton - Google Patents

Abstract

PROBLEM TO BE SOLVED: To quickly and simply reinforce a concrete skeleton, and reduce the cost. SOLUTION: A form A is fitted to a reinforcing surface C1 of an existing concrete skeleton C, and a reinforcing material D formed of polymer cement is fed into, a reinforcing material filling space Q formed between the form A and the reinforcing surface C1 to be filled by a force-feed pump P. After the material D is solidified, the form A is removed.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for reinforcing a concrete skeleton, which can easily and efficiently reinforce the concrete skeleton.

[0002]

2. Description of the Related Art Conventionally, when a concrete wall or the like is reinforced, a plate frame coated with oil or the like is arranged on the inner surface at an appropriate distance of 20 to 30 cm from the wall surface to form a formwork.
Reinforcing bars are arranged via an iron spacer so as to be located substantially in the center between the same formwork and the wall surface, and further, the formwork is supported from outside by a square bar or the like, and furthermore, a support for supporting this square bar is provided. There is a construction method in which the working environment is adjusted and the ready-mixed concrete is pumped into the formwork via a pump from a concrete mixer or the like.

[0003]

However, in the above-mentioned conventional method, a large-scale formwork is required to be installed, and since the ready-mixed concrete has a large aggregate, the reinforcing thickness is considerably large.

[0004] Therefore, instead of using a ready-mixed concrete, it is possible to reinforce with a polymer cement or the like. In this case, the thickness of the reinforcing portion is certainly thinner than that of the ready-mixed concrete. No work efficiency was obtained.

[0005] An object of the present invention is to provide a method for reinforcing a concrete skeleton which can solve the above-mentioned problems.

[0006]

In order to solve the above-mentioned problems, according to the present invention, a shape member is attached to a reinforcing surface of an existing concrete skeleton, and is formed between the shape member and the reinforcing surface. The present invention provides a method for reinforcing a concrete body, characterized in that a reinforcing material made of polymer cement is fed and filled into a reinforcing material filling space by a pressure pump, and a material is removed after the material is solidified.

In the present invention, a reinforcing bar is interposed between the mold member and a reinforcing surface.

According to the present invention, a film sheet is detachably mounted on the surface of the mold member on the side of the reinforcing material filling space.

According to the present invention, after the mold is removed, it is finish-coated with a reinforcing material.

[0010] According to the present invention, at least two sets of first and second mold members are prepared, and the first mold member is attached to the reinforcing surface of the existing concrete skeleton, and the reinforcing surface and the molding material are combined. The reinforcing material is filled in the reinforcing material filling space formed during the solidification and solidified.
Are arranged in a stack, and the reinforcing material is filled in a reinforcing material filling space formed between the second mold material and the reinforcing surface,
It was decided to integrate with the solidified material.

According to the present invention, the first molding material is removed after the reinforcing material in the reinforcing material filling space formed by the first molding material is solidified, and the first molding material is replaced with the second molding material. By arranging them on top of each other, a reinforcing material filling space is sequentially formed above the solidified reinforcing material, and the reinforced surface is gradually enlarged.

According to the present invention, a net is provided in the vicinity of the die in the reinforcing material filling space.

In the present invention, the reinforcing material is fed and filled by a pressure pump, and after the material is solidified, the mold is removed, and then a net is provided on the solidified surface.

According to the ninth aspect of the present invention, a spacer is provided between the mold member and the reinforcing bar.

Further, according to the present invention, the reinforcing material is a composite polymer emulsion mainly composed of an acrylate copolymer, and a main material mainly composed of silicon oxide, calcium oxide and iron oxide. Or cement,
1: 3 to 1 with sand and concrete mainly composed of gravel
The polymer cement was mixed at a ratio of 0.

[0016]

BEST MODE FOR CARRYING OUT THE INVENTION A method for reinforcing a concrete skeleton according to the present invention comprises the steps of: attaching a profile to a reinforcing surface of an existing concrete skeleton; and filling a reinforcing material filling space formed between the profile and the reinforcing surface with a polymer. It is characterized in that a reinforcing material made of cement is fed and filled by a pressure pump, and after the material is solidified, the mold is removed.

That is, as in the prior art, it is possible to easily and quickly reinforce a concrete frame which requires a large-scale formwork or inefficient hand painting work with a minimum number of personnel. It is possible to achieve significant cost reduction.

In order to improve the strength, it is preferable to provide a reinforcing bar between the mold member and the reinforcing surface, and the reinforcing bar connects a large-diameter shaft bar and a smaller-diameter bar bar. Those that are combined vertically and horizontally can be used. In addition, as a material of the reinforcing bar, there are carbon, aramid, and the like in addition to the reinforcing bar.

Further, it is preferable to use a rectangular plate as the mold member, and it is possible to perform a simple formwork simply by attaching such a plate to a reinforcing bar with a number line or the like. When removing the plate body, the above-mentioned number line may be cut off while being connected to the reinforcing bar, and may be buried in a new reinforcing surface when finishing later.

It is preferable to use a polymer cement as the reinforcing material. This polymer cement is composed of a composite polymer emulsion mainly composed of an acrylate copolymer, and a main material mainly composed of silicon oxide, calcium oxide and iron oxide, or a concrete mainly composed of cement, sand and gravel. Can be suitably used in a ratio of 1: 3 to 10.

Such a polymer cement has extremely high adhesive strength, tensile strength and bending strength, has sufficient toughness and flexibility, and follows the movement even if the concrete body is displaced. Can be prevented, and it is effective for reinforcing the concrete frame.

Further, it is preferable that a film sheet is removably mounted on the surface forming the reinforcing material filling space before the reinforcing bars are attached to the plate. In other words, if an inexpensive disposable film sheet is used and the damaged or contaminated film sheet is replaced at any time, the reinforcing material does not directly adhere to the plate, so that the plate can be used repeatedly. As a result, cost can be reduced.

After removing the mold, the same reinforcing material, that is, polymer cement, is troweled, sprayed, and overcoated with a roller or a brush so as to prevent the reinforcing bars and the number lines from being exposed on the surface. It is preferable to perform finish coating.

Also, in performing the reinforcing work, the working efficiency can be enhanced by preparing a plurality of mold members.

That is, first and second mold members are prepared, and the first mold member is attached to a reinforcing surface of an existing concrete skeleton.
A reinforcing material is filled in a reinforcing material filling space formed between the reinforcing surface and the molding material and solidified, and a second molding material is disposed on the first molding material so as to overlap with the second molding material. The reinforcing material is filled in a reinforcing material filling space formed between the reinforcing material and the reinforcing surface, and is integrated with the previously solidified material.

At this time, after the reinforcing material in the reinforcing material filling space formed by the first molding material is solidified, the first molding material is removed, and the first molding material is disposed on top of the second molding material. By doing so, a reinforcing material filling space is sequentially formed above the solidified reinforcing material, the reinforcing material is filled into the space, and the reinforcing material is integrated with the reinforcing material in the solidified second mold member. The already finished surface may be gradually expanded upward, and if at least two sets of shapes are prepared, the concrete frame can be reinforced more efficiently.

Furthermore, a spacer can be interposed between the plate and the reinforcing bar so that the finish coating can be performed more easily.

That is, since the reinforcing material is increased by the thickness of the spacer on the outer side of the reinforcing bar and the reinforcing bar is not exposed by interposing the spacer, the finish coating can be simply applied thinly with a roller or a brush. Work is performed, and work efficiency can be further improved.

When the reinforcing material is pumped by the pump, the spacer may be sequentially extracted in accordance with the amount of the pumped material.

The spacer is preferably formed of polymer cement. If the spacer is formed of polymer cement having the same component as the reinforcing material, the spacer can be left in the mold as it is. In other words, even if the outer surface of the spacer is exposed, since it has the same components as the reinforcing material, it is completely integrated, and there is no problem.

Further, in order to provide stronger reinforcement, a net can be provided on the side of the mold material in the space filled with the reinforcing material.

Such a net can be stretched by using the above-mentioned spacer, but it is sufficient that the net is positioned on the surface side of the reinforcing surface with a certain interval from the reinforcing bar. It does not do. For example, it is also possible to provisionally set in advance on the molding material side.

Further, after the reinforcing material in the mold material has solidified,
After removing the profile, a net can be provided on the solidified reinforcing material surface.

That is, after the mold material is removed, a finish coating is applied by spraying, ironing, or the like. At this time, a net can be applied. Alternatively, a net can be attached so as to be exposed to the outside after finishing the coating. In this case, it is conceivable to directly hit the reinforced surface by using a net mounting bracket or the like.

By the way, the material of the net is not particularly limited, and various materials such as metal, carbon, glass fiber and synthetic resin fiber can be used. You can choose.

The use of such a net can effectively prevent the concrete from falling off when the reinforcing surface is, for example, a ceiling wall or a tunnel inner wall.

[0037]

DESCRIPTION OF THE PREFERRED EMBODIMENTS (First Embodiment) Hereinafter, the present invention will be specifically described based on a first embodiment shown in the accompanying drawings.

FIG. 1 is an explanatory view of a mold A used in a method of reinforcing a concrete body according to the present invention, FIG. 2 is an explanatory view of the same shape A in a sectional view, and FIG. 3 is an explanatory view showing a procedure of the reinforcing method. .

As shown in FIGS. 1 and 2, the mold material A is formed of a rectangular plate 1 made of a control panel or the like.
Reference numeral 2 denotes a reinforcing bar attached to the reinforcing surface C1 of the concrete skeleton C to increase the reinforcing strength.

A disposable film sheet 4 is stretched on the surface of the plate 1 on the side of the reinforcing bar 2. The film sheet 4 has an end portion on the opposite side of the plate 1 with an adhesive tape 5.
It is easily stopped with.

As described above, the reinforcing bar 2 is attached to the reinforcing surface C1 of the existing concrete skeleton C that needs to be reinforced, and the reinforcing bar 2 is disposed vertically so as to be in close contact with the reinforcing surface C1.
And a band 21 attached in an orthogonal state so as not to float from the coaxial line 20. Then, the plate 1 can be easily attached to the band 21 by a commercially available wire 3 made of an annealed iron wire or the like.

In this embodiment, the plate 1 has a height of 450 m.
m, width: 1800 mm, thickness: 12 mm, and the reinforcing bar 2 has a shaft bar 20 and a band bar 21 with diameters of 40 mm and 22 mm, respectively. In this embodiment, a reinforcing bar is used as the reinforcing bar 2, but it may be formed of carbon or aramid.

Then, as shown in FIG. 3, first, the reinforcing bar 2 is attached to the reinforcing surface C1 of the existing concrete skeleton C, and the plate 1 is attached to the reinforcing bar 2. Plate 1 is line 3
It is only necessary to simply attach the reinforcing bar 2 to the stirrup 21 of the reinforcing bar 2.

The reinforcing material filling space Q formed between the reinforcing surface C1 of the concrete frame C and the plate 1 of the mold A
Inside, a reinforcing material D made of polymer cement is fed and filled, and after the material D is solidified, the mold material A is removed.

As the reinforcing material D, it is preferable to use a polymer cement. In this embodiment, a composite polymer emulsion containing an acrylate copolymer as a main component and silicon oxide, calcium oxide and iron oxide as main components are used. And a mixture of the main material described above or concrete mainly composed of cement, sand and gravel in a ratio of 1: 3 to 10 is used.

The reinforcing material D has an extremely high adhesive force,
Since it has tensile strength and bending strength, it has sufficient toughness and flexibility, and even if the concrete body is displaced, it follows the movement, so that cracks and collapse can be prevented, which is effective for reinforcing the concrete body.

In this embodiment, a pressure pump P shown in FIG. 3A is used to feed the reinforcing material D.

That is, the hopper H containing the reinforcing material D
And the pressure feed pump P are communicatively connected by the connection hose 60, and the feed hose 61 is extended from the pressure feed pump P, and the tip of the hose 61 faces the reinforcing material filling space Q to drive the pressure feed pump P. By doing so, the reinforcing material accommodated in the hopper H is poured. It should be noted that existing pumps P and hoppers H can be used as appropriate, and the pump can be driven electrically or stepped.

Here, the actual operation will be described in more detail with reference to FIGS. 3 (a) to 3 (d).

First, the shafts 20 are arranged at regular intervals in the horizontal direction in a state of being closely attached to the reinforcing surface C1 of the existing concrete skeleton C to be reinforced. Then, the stirrups 21 are attached in a vertical direction at regular intervals within a range corresponding to the height of the plate 1 so as to be orthogonal to the coaxial streaks 20. And this band 21
In addition, a film sheet 4 is previously stretched and
The plate 1 provided with the hole 10 through which the hole is inserted is connected as a shape member A by a number line 3.

Although the number of the mold members A is not particularly limited, in the present embodiment, the first mold members A1 having the same structure as each other are used.
And the second mold member A2.

That is, as shown in FIG. 3 (a), a first mold member A1 is constructed on the reinforcing surface C1 of the existing concrete skeleton C to be reinforced, and the tip of the feeding hose 61 is connected to the reinforcing material filling space Q. And discharges the reinforcing material while pulling up the supply hose 61, and as shown in FIG.
After the reinforcing material is filled into the inside and solidified to some extent, as shown in FIG. 3 (c), a band 21 which newly constitutes the second mold member A2 is disposed above the first mold member A1. And the plate body 1 is attached, and the second mold member A2 is constructed as a stacked body of the first mold member A1, and the reinforcing material filling space Q formed between the second mold member A2 and the reinforcing surface is formed. Is newly filled with the reinforcing material D so as to be integrated with the previously solidified material D. Reference numeral 7 denotes a material leakage prevention plate disposed so as to cover the butted portion of each plate 1 of the first and second mold members A1 and A2.

Then, as shown in FIG.
Material D in the space Q filled with the reinforcing material formed by the mold material A1
After solidification, the plate 1 of the first mold A1 is removed, the used film sheet 4 is discarded, and a new film sheet 4 is removed.
At the same time, the stirrup 21 is attached to the shaft 20 at the upper part of the second section A2, and then the plate 1 of the first section A1
Is attached to the stirrup 21 to form a reinforcing material filling space Q above the solidified reinforcing material D, fill the reinforcing material D therein, and solidify the reinforcing material in the solidified second mold member A2. The reinforced surface is gradually expanded upward so as to be integrated with D.

When the plate 1 is to be removed, a simple method such as cutting the line 3 may be selected as appropriate.

Finally, a nozzle-type iron is used at the tip of the hand-painted iron or the feeding hose 61 extended from the pressure pump P so that there is no unevenness. Is applied so as not to be exposed, and spraying is performed with a thickness of about 1 mm, and finish-coating is performed using a roller or a brush to complete the reinforcing work.

As described above, according to the present embodiment, reinforcement work can be performed in a very short time with a minimum number of personnel, work efficiency can be remarkably improved, and at least two sets of mold members A can be prepared. Thus, the concrete frame C can be reinforced more efficiently, and the construction cost can be significantly reduced. (Second Embodiment) Next, a second embodiment will be described with reference to FIGS.

The basic construction method is the same as that of the first embodiment, and the plate 1 of the mold material A has substantially the same configuration. In this embodiment, as shown in FIG.
Therefore, a pair of holes 10 for inserting the number line 3 are horizontally arranged at the four corners of the plate 1 in the horizontal direction.

A feature of the present embodiment is that a spacer S is provided between the plate 1 and the reinforcing bar 2 so that the finish coating can be performed more easily.

That is, as shown in FIG. 5 and FIG. 6, by providing the spacer S between the plate 1 and the band 21, the volume of the reinforcing material filling space Q is outside the reinforcing bar 2, that is, It will increase by the thickness of the spacer S outside the stirrup 21,
Since the reinforcing bars 2 are not exposed by the reinforcing material D, the ironing work and the spraying work are not required, and the finish coating can be performed simply by thinly coating with a roller or a brush, so that the working efficiency can be further improved. it can.

The spacer S is preferably formed of polymer cement having the same composition as the reinforcing material D, so that the spacer S can be left in the mold A as it is. That is, even if the outer surface of the spacer S is exposed, it is completely integrated because it has the same components as the reinforcing material D, and there is no problem.

Here, the actual work procedure in this embodiment will be described with reference to FIGS. 7 (a) to 7 (d).

First, as shown in FIG. 7 (a), the first molding material is placed on the reinforcing surface C1 of the existing concrete skeleton C to be reinforced.
A1 is constructed and the tip of the feed hose 61 is filled with the reinforcing material filling space Q.
, The reinforcing material D is discharged while pulling up the supply hose 61 and the spacer S, and as shown in FIG. 7 (b), the reinforcing material is filled in the reinforcing material filling space Q and solidified to some extent. As shown in FIG. 7 (c), a new strap 21 and a spacer S constituting the second mold member A2 are newly disposed above the first mold member A1, and the plate 1 is attached to the first mold member A2. The second molding material A2 is constructed in a stacked body of the first molding material A1, and a reinforcing material filling space Q formed between the second molding material A2 and the reinforcing surface.
The material D that has previously been solidified
It is trying to integrate with. During the filling operation, as described above, the reinforcing material D is discharged while the feed hose 61 and the spacer S are pulled up.

Then, as shown in FIG.
Material D in the space Q filled with the reinforcing material formed by the mold material A1
After solidification, the plate 1 of the first mold A1 is removed, the used film sheet 4 is discarded, and a new film sheet 4 is removed.
Replace with Then, after attaching the streak 21 to the shaft 20 at the upper part of the second mold A2, the plate 1 of the first mold A1 on which the new film sheet 4 is mounted is fixed to the reinforcement 2 by solidification. A reinforcing material filling space Q is sequentially formed above the reinforcing material D, the reinforcing material D is filled into the space Q, and the reinforcing material D is integrated with the reinforcing material D in the solidified second mold member A2. Is gradually expanded upward. Naturally, the filling procedure of the reinforcing material D at this time is as described above.

Finally, spraying is performed with a thickness of about 1 mm, and finishing is completed by using a roller or a brush to complete the reinforcing work.

As described above, in this embodiment, the use of the spacer S can simplify the finish coating process and further reduce the construction time and the like.
Work efficiency is significantly improved.

Since the spacer S is formed of the same material as the reinforcing material D, it may be left in the reinforcing material filling space Q. That is, if the required number of spacers S are prepared, the trouble of pulling up the spacers S is omitted, and the work efficiency is improved. Third Embodiment Next, a third embodiment will be described with reference to FIG.

In this case, a net 8 is provided on the side of the molding material A in the reinforcing material filling space Q in order to perform stronger reinforcement. The material of the net 8 is not particularly limited, and various materials such as metal, carbon, glass fiber, and synthetic resin fiber can be used. The material is appropriately selected in consideration of the state of the reinforcing surface C1, the required strength, and the like. be able to.

In the present embodiment, the ceiling surface of the concrete skeleton C is used as the reinforcing surface C1. When the reinforcing procedure is shown, first, sand blasting is performed, and reinforcing material D is sprayed to perform undercoating. D1 is an undercoat layer.

Next, the reinforcing bars 2 are provided, and the spacer S described in the second embodiment is attached to the outside of the reinforcing bars 2 (the lower side in FIG. 8). It will be fixed and installed where necessary.

Next, the plate 1 is provided to form the mold A, and the plate 1 is supported from below by supporting.

Then, the reinforcing material D is first placed in the mold A,
After filling and hardening using the pressure pump P used in the second embodiment, the mold A is removed, and the finish coating described in the first and second embodiments is performed to complete the reinforcing work.

This reinforcing method can be applied not only to the ceiling wall but also to the side walls and the floor slabs of bridges and the like. In particular, it is suitable for reinforcing the inner surface of the tunnel and the like. With this arrangement, it is possible to effectively prevent concrete falling off and the like.

As another method using the net 8, it is also possible to fill the reinforcing material D and harden it, remove the mold material A, and then arrange the net 8 on the solidified surface.

For example, the net 8 can be buried on the surface side of the solidified reinforcing material D by applying the net 8 at the time of finish coating, or it can be mounted in a state where it is exposed on the surface after finishing the finish coating. it can. In the case of external attachment, a metal fitting or the like can be separately prepared, and can be directly driven into the surface of the finish-coated skeleton.

This method can also effectively prevent concrete from falling off.

[0076]

As described above, the present invention is implemented in the above-described embodiment, and has the following effects. (1) According to the first aspect of the present invention, a mold material is attached to a reinforcing surface of an existing concrete skeleton, and a reinforcing material made of polymer cement is filled in a reinforcing material filling space formed between the mold material and the reinforcing surface. Since the material is fed and filled by the pressure pump and the mold is removed after the material is solidified, the working efficiency can be significantly simplified and the cost can be reduced. (2) According to the second aspect of the present invention, the reinforcing strength is improved by providing a reinforcing bar between the mold member and the reinforcing surface. (3) According to the third aspect of the present invention, a film sheet is detachably mounted on the surface of the mold material on the side facing the reinforcing material filling space, so that the number of mold materials themselves can be minimized, which is advantageous in cost. Becomes (4) According to the fourth aspect of the present invention, after the mold member is removed, a final coating with a reinforcing material is performed, so that the entire operation time can be greatly reduced. (5) According to the fifth aspect of the present invention, at least two sets of first and second mold members are prepared, and the first mold member is attached to the reinforcing surface of the existing concrete skeleton, and the space between the reinforcing surface and the mold member is set. The reinforcing material is filled in the reinforcing material filling space formed in the solidification and solidified, and the second molding is superposed on the first molding, and the second molding is placed between the second molding and the reinforcing surface. Since the formed reinforcing material filling space is filled with the reinforcing material and integrated with the previously solidified material, the working efficiency can be further improved. (6) In the present invention according to claim 6, after the reinforcing material in the reinforcing material filling space formed by the first mold material is solidified, the first mold material is removed, and the first mold material is removed from the upper part of the second mold material. By arranging them on top of each other, above the solidified reinforcing material,
Since the reinforcing material filling space is sequentially formed and the reinforced surface is gradually expanded, work can be easily and efficiently performed with a minimum number of personnel even when reinforcing a large area. (7) Further, in the present invention according to claim 7, by arranging a mesh in the vicinity of the mold member in the reinforcing material filling space, the reinforcing strength is improved, and the concrete surface side is effectively prevented from falling off. can do. (8) According to the present invention as set forth in claim 8, the reinforcing material is fed and filled by a pressure pump, the mold material is removed after the material is solidified, and then a net is provided on the solidified surface, thereby increasing the reinforcing strength. It is possible to effectively prevent the concrete surface from falling off and the like. (9) According to the ninth aspect of the present invention, since the spacer is interposed between the mold member and the reinforcing bar, the finish coating operation can be simplified, and the operation efficiency can be further improved. (10) In the present invention according to claim 10, the reinforcing material is a composite polymer emulsion containing an acrylate copolymer as a main component, and silicon oxide, calcium oxide, a main material containing iron oxide as a main component, or Cement, sand, and concrete mainly composed of gravel are polymer cement mixed at a ratio of 1: 3 to 10, so that even if the concrete body is displaced, it follows the movement and cracks and Collapse can be prevented, and sufficient reinforcement of the concrete body can be performed.

[Brief description of the drawings]

FIG. 1 is an explanatory diagram of a mold used in a first embodiment.

FIG. 2 is an explanatory view of the same mold frame as viewed in cross section.

FIG. 3 is an explanatory view of a method for reinforcing a concrete body according to the first embodiment.

FIG. 4 is an explanatory diagram of a mold used in a second embodiment.

FIG. 5 is an explanatory view as viewed in the vertical section.

FIG. 6 is an explanatory view as viewed in the transverse section.

FIG. 7 is an explanatory view of a method for reinforcing a concrete skeleton according to a second embodiment.

FIG. 8 is an explanatory view of a method for reinforcing a concrete body according to a third embodiment.

[Explanation of symbols]

 A type material C concrete skeleton C1 reinforcing surface D reinforcing material P pumping pump Q reinforcing material filling space S spacer 1 plate 2 reinforcing bar 4 film sheet 8 net

Claims (10)

[Claims] 1. A reinforcing member made of polymer cement is fed and filled by a pressure pump into a reinforcing material filling space formed between the reinforcing member and a reinforcing surface of an existing concrete skeleton. A method for reinforcing a concrete body, comprising removing a shape after the material has solidified. 2. The method for reinforcing a concrete body according to claim 1, wherein a reinforcing bar is provided between the shape member and the reinforcing surface. 3. The method for reinforcing a concrete body according to claim 1, wherein a film sheet is detachably mounted on a surface of the molding material on a side facing the reinforcing material filling space. 4. The method for reinforcing a concrete body according to claim 1, wherein after the mold is removed, a finish is applied with a reinforcing material. 5. At least two sets of first and second mold members are prepared, and the first mold member is attached to a reinforcing surface of an existing concrete skeleton, and a reinforcing material formed between the reinforcing surface and the mold member is filled. The space is filled with a reinforcing material and solidified.
A second molding material is placed on top of the molding material, and the reinforcing material is filled in a reinforcing material filling space formed between the second molding material and the reinforcing surface, and is integrated with the material previously solidified. The method for reinforcing a concrete skeleton according to any one of claims 1 to 4, wherein the reinforcement is performed. 6. After the reinforcing material in the reinforcing material filling space formed by the first mold material is solidified, the first mold material is removed, and the first mold material is removed.
By arranging the mold material on top of the second mold material, a reinforcing material filling space is sequentially formed above the solidified reinforcing material, and the reinforced surface is gradually enlarged. The method for reinforcing a concrete body according to claim 5, characterized in that: 7. The method for reinforcing a concrete skeleton according to claim 1, wherein a mesh is arranged near the shape member in the reinforcing material filling space. 8. The method according to claim 1, wherein the reinforcing material is fed and filled by a pressure pump, and after the material is solidified, the mold is removed, and then a net is provided on the solidified surface. 2. The method for reinforcing a concrete skeleton according to claim 1. 9. The method for reinforcing a concrete body according to claim 1, wherein a spacer is provided between the shape member and the reinforcing bar. 10. The reinforcing material is a composite polymer emulsion mainly composed of an acrylate ester copolymer, a main material mainly composed of silicon oxide, calcium oxide and iron oxide, or a cement, sand or gravel as a major component. The method for reinforcing a concrete body according to any one of claims 1 to 9, wherein the concrete is a polymer cement mixed in a ratio of 1: 3 to 10.