KR100898348B1 - Method for manufacturing modeling - Google Patents

Abstract

The present invention relates to a sculpture construction method, the sculpture construction method according to the present invention is a support installation step of supporting the sculpture; Deformed rebar installation step of making the shape of the sculpture by the deformed rebar fixed to the support; A wire mesh installation step of fixing a wire mesh to the deformed rebar so that the deformed rebar has a dense property; Apply the mortar containing glass fibers to the outside of the wire mesh through a spray gun, so that the glass fiber in the total weight percent of the mortar containing the glass fiber after curing to include 7 to 10% by weight, the mortar Is introduced through the first inlet passage and sprayed to the outside, and the glass fiber is a second inlet passage communicating with the first inlet just before the mortar which is introduced at a constant speed through the first inlet passage is injected to the outside. It is sprayed to the mortar in a state pulverized through the artificial cancer forming step of forming an artificial cancer by applying a mortar containing the glass fiber through the injection hole; characterized in that it comprises a. As a result, the artificial cancer can be in close contact with the outer surface of the support by manufacturing the artificial cancer, and the artificial cancer is formed to include 7 to 10% by weight of glass fiber in the total weight of the artificial cancer, thereby increasing the strength of the artificial It is possible to provide a method for constructing a sculpture that can provide an arm.

Artificial waterfall, sculpture, artificial rock, cement, compressed styrofoam

Description

Method for Manufacturing Modeling

The present invention relates to a method for constructing a sculpture, and more particularly, to install a support such as a skeleton, to form a artificial waterfall such as artificial contours to form the artificial cancer finely by using the cement to outline the artificial cancer by the deformed reinforcing bar It is about how to construct a sculpture that can be combined with the environment.

In general, the artificial rock is manufactured to produce artificial walls or waterfalls for landscaping in parks or inclined slopes, and then the artificial rocks are moved to the site to install the artificial rocks on the artificial waterfalls or artificial walls.

As is known, the artificial rock is mainly formed of glass fiber reinforced cement (hereinafter referred to as "GRC"), because "GRC" is a material that can give the most natural stone feel.

1 is a cross-sectional view showing the structure of an artificial waterfall using an artificial cancer panel. Referring to FIG. 1, the artificial waterfall 100 using the artificial cancer panel 300 is a retaining wall 110 formed by stacking retaining wall blocks 111 and the like on a cut slope, and a support fixed to one side of the retaining wall 110. 120, a plurality of artificial cancer panels 300 fixed and supported by the support 120 and a molding material 200 planted in place of the retaining wall to increase the molding beauty of the waterfall.

Here, the retaining wall 110 is cut in place to form a waterfall to have a predetermined inclination and the retaining wall blocks 111 are laminated on the cut surface so that the inclined slope does not collapse.

In addition, the retaining wall blocks 111 constituting the retaining wall 110 are stacked stepwise, and each retaining wall block 111 has a through hole through which an anchor bolt passes. Therefore, the retaining wall blocks 111 arranged side by side are bound to each other by anchor bolts passing through the through holes.

On the other hand, the support 120 is installed on one side of the retaining wall 110 to support the artificial arm panel 300, it is installed during the stacking of the retaining wall block 111 or after completely stacking the retaining wall block 111. . In addition, the artificial arm panel 300 is fixed to the support 120 using a bolt.

In this case, the artificial cancer panel 300 uses a prefabricated one, and thus, the artificial cancer formed by the artificial cancer panel 300 continuously connected to the artificial cancer panel 300 generates a space at the junction of the artificial cancer panel 300. . In this case, in order to fill the separation space, a connecting artificial arm 310 made of glass fiber reinforced cement material may be used.

However, the artificial waterfall 100 using the artificial cancer panel 300 such as to build the retaining wall block 111 stepwise to make the retaining wall 110 on the inclined slope and anchor bolts to bind the retaining wall blocks in the transverse direction. There was a problem that the cost is increased and time-consuming due to the complicated steps, such as using.

In addition, the connection artificial arm 310 to fill the separation space between the artificial cancer panel 300 is not formed integrally with the artificial cancer panel 300, the minute separation between the connection artificial cancer 310 and the artificial cancer panel 300. A space is generated, and water penetrates into the spaced space, thereby causing the crack and the like to repeatedly contract and expand.

In addition, even if it is fixed by the coupling means such as a plurality of anchor bolts to the support 120 by using the pre-made artificial cancer panel 300, the artificial cancer panel 300 pre-fabricated on the outer surface of the support 120 There was a problem that it is difficult to fix the artificial cancer panel completely stable due to the lifting phenomenon is not adhered to this.

In addition, not only waste a lot of cost and time to move the pre-fabricated artificial panel 300 to the site for producing artificial waterfall 100, artificial waterfall by using the artificial cancer panel 300 in a certain form There was a problem that is arranged with the peripheral landscape of the production site of (100).

Accordingly, an object of the present invention is to solve such a conventional problem, by providing a method for constructing a sculpture that can be saved in terms of time and cost by simplifying the manufacturing process by using the structure consisting of the skeleton as a support of the entire sculpture. do.

In addition, by constructing the artificial cancer through a multi-step plaster directly in the field, there is provided a method of constructing sculptures to match the surrounding landscape.

In addition, there is provided a sculpture construction method that can be in close contact with the outer surface of the support by manufacturing the artificial cancer in the field.

In addition, the mortar forming the artificial cancer is provided with a sculpture construction method that can provide an artificial cancer panel with increased strength by containing the glass fiber of 7% to 10% by weight of the total weight of the artificial cancer.

In addition, by using a fire-resistant paint not only for the supporting frame but also artificial rock, there is provided a method for constructing a sculpture to make the sculpture well tolerate fire as a whole.

The object is, according to the present invention, in the sculpture construction method, a support installation step of supporting the sculpture; Deformed rebar installation step of making the shape of the sculpture by the deformed rebar fixed to the support; A wire mesh installation step of fixing a wire mesh to the deformed rebar so that the deformed rebar has a dense property; Apply the mortar containing glass fibers to the outside of the wire mesh through a spray gun, so that the glass fiber in the total weight percent of the mortar containing the glass fiber after curing to include 7 to 10% by weight, the mortar Is introduced through the first inlet passage and sprayed to the outside, and the glass fiber is a second inlet passage communicating with the first inlet just before the mortar which is introduced at a constant speed through the first inlet passage is injected to the outside. It is achieved by the sculpture construction method comprising a; artificial stone forming step of spraying the mortar in a pulverized state by applying a mortar containing the glass fiber through the injection hole to form an artificial cancer.

According to another aspect of the present invention, in the sculpture construction method, in the sculpture construction method, the compressed styrofoam manufacturing step of manufacturing the form of the sculpture into a compressed styrofoam; A wire mesh installation step of installing a wire mesh on the outside of the styrofoam; Apply the mortar containing glass fibers to the outside of the wire mesh through a spray gun, so that the glass fiber in the total weight percent of the mortar containing the glass fiber after curing to include 7 to 10% by weight, the mortar Is introduced through the first inlet passage and sprayed to the outside, and the glass fiber is a second inlet passage communicating with the first inlet just before the mortar which is introduced at a constant speed through the first inlet passage is injected to the outside. It is achieved by the sculpture construction method comprising a; artificial stone forming step of spraying the mortar in a pulverized state by applying a mortar containing the glass fiber through the injection hole to form an artificial cancer.

Here, the mortar to be applied in the artificial rock forming step is preferably a cement: sand: water content ratio of 10: 9: 3 to 4.

At this time, the glass fiber contained in the mortar in the artificial cancer forming step is preferably an alkaline chopped strand (chopped strand).

In addition, the mortar to be applied in the artificial cancer forming step may further include a reducing agent of 0.3% to 1.0% by weight of the total weight of the mortar after curing.

In addition, the sensitizer included in the mortar applied in the artificial cancer forming step is preferably naphthalene sulfone (Naphthalene Sulfonate) -based.

On the other hand, the mortar to be applied in the artificial cancer forming step may further comprise 0.10% to 0.15% by weight of the retarder in the total weight of the mortar after curing.

In addition, after the wire mesh installation step may further include an adhesive coating step of applying an adhesive to the outside of the wire mesh.

In addition, the artificial cancer forming step may include a first plastering step of forming the first plastering layer by applying the mortar to the outside of the wire mesh, and a second coating of the mortar outside the first plastering layer. A plastering step and a third plastering step of applying the mortar to the outside of the second plastering layer.

Here, the thickness of the mortar to be applied in the first plastering step is 15mm to 25mm, the thickness of the mortar to be applied in the second plastering step preferably corresponds to the thickness of the mortar to be applied in the first plastering step. Do.

In addition, the thickness of the mortar applied in the third plastering step is preferably applied in a thickness of 1 to 2 times the thickness of the mortar applied in the first plastering step and the second plastering step.

According to the present invention, therefore, an object of the present invention is to solve such a conventional problem, and by using the structure consisting of the frame as the support of the entire sculpture, the manufacturing process is simple and can be saved in terms of time and cost It is possible to provide a method for constructing a sculpture.

In addition, by manufacturing the artificial cancer through a multi-step plaster directly in the field can provide a sculpture construction method that can be combined with the surrounding landscape.

In addition, it is possible to provide a sculpture construction method that can be in close contact with the outer surface of the support by manufacturing the artificial cancer in the field.

In addition, the mortar forming the artificial cancer may be provided with a sculpture construction method that can provide an artificial cancer of increased strength by containing the glass fiber of 7% to 10% by weight of the total weight of the artificial cancer.

In addition, by using a fire-resistant paint not only for the support frame, but also the artificial cancer panel, it is possible to provide a method for constructing a sculpture that allows the sculpture to withstand the fire as a whole.

Prior to the description, in various embodiments, components having the same steps will be described in the first embodiment by using the same reference numerals, and in other embodiments, different configurations from the first embodiment will be described. Shall be.

Hereinafter, a method of constructing a sculpture according to a first embodiment of the present invention will be described in detail with reference to the accompanying drawings.

2 is a flow chart of a method of constructing a sculpture according to a first embodiment of the present invention, Figure 3 is a flow chart of the artificial cancer forming step of Figure 2, Figure 4 is a cross-sectional view of the sculpture according to the first embodiment of the present invention, 5 is a plan view of a sculpture according to a first embodiment of the present invention.

2, 3 and 4, the method for constructing a large sculpture such as artificial waterfall (A), the support installation step (S10) for installing a support for supporting the sculpture as a whole, the deformed rebar fixed to the support Deformed rebar installation step (S20) to form the shape of artificial cancer, wire mesh installation step (S30) for fixing the wire mesh to the deformed reinforcing bars, adhesive coating step (S40) to help the bonding of the wire mesh and mortar, mortar to the outside of the wire mesh Artificial cancer forming step (S50) to apply to form the artificial cancer, and sculpture installation step (S60) for installing the various sculptures necessary for the artificial waterfall.

The support mounting step (S10) is fixed to the support 10, which is a steel structure including a C-fluorescence, H-fluorescence, etc. on the outside of the installation wall surface 11, such as bolts. Here, the support 10 is a steel structure to form a structure by welding and bolting.

In addition, it is preferable to apply a fire-resistant paint to the support 10 to prevent the structural strength from being collapsed by the high temperature heat during the fire. Here, the refractory paint includes an anticorrosive paint and a top coat for protecting the refractory paint.

In addition, the support 10 may be a prefabricated lightweight steel frame system according to the size and weight of the sculpture to be constructed. Since the structure of the prefabricated lightweight steel system is only bolted together, the prefabricated lightweight steel system can be recycled.

The deformed rebar installation step (S20) is to install the outer side of the support 10 so that the deformed rebar 21 is produced in the approximate shape of the artificial arm 20 formed in the artificial arm forming step to be described later.

In addition, the approximate shape of the artificial arm 20 may be formed in at least one of a stepped stepped portion or an inclined curved portion that widens downwardly. In this case, the stepped portion or the curved portion is preferably formed so that a plurality of molding material can be installed.

The wire mesh installation step (S30) is to install the wire mesh 22 is formed tightly to the deformed rebar 21 is formed of a plurality of empty space. Accordingly, the mortar 24 may be smoothly adhered to the deformed rebar 21 and the wire mesh 22 in the mortar coating step to be described later.

The adhesive application step (S40) is to apply the adhesive 23 between the mortar 24 and the deformed reinforcing bar 21 to increase the adhesion between the metal and concrete dissimilar (異種).

In other words, the adhesion strength is small because the adhesion strength is weak at the interface between the metal and the concrete, and the water resistance is weak, so that the adhesive strength is reduced by moisture, such as moisture or rain, when the water and rain or moisture are in contact. This phenomenon occurs, it is preferable to apply an adhesive between the metal and concrete to prevent this.

In addition, the component of the adhesive 23 has an ethylenically unsaturated double bond in one molecule, and has one or more methacryloyl group or acryloyl group in one molecule, so as to decompose the so-called radical polymerization initiator and the polymerization initiator. It is preferable to include a compound that promotes the

It is preferable that (meth) acrylate which does not have an ethylenically unsaturated double bond in 1 molecule is contained here so that the viscosity and hardening rate of the said adhesive agent 23 can be adjusted.

In addition, the adhesive 23 may use paraffins to quickly cure the portion in contact with the air.

Next, the artificial cancer formation step will be described. Referring to Figure 3, the artificial cancer forming step (S50) includes a mortar coating step (S51), surface treatment step (S52), waterproofing step (S53).

Here, the mortar coating step (S51) is to produce a mortar in a ratio of cement: sand: water in a ratio of 10: 9: 3 to 4 to apply to the deformed steel reinforcement 21 and the wire mesh 22, the conventional sand The ratio is higher than that contained in the cement and the ratio of 10:10, which is preferable because the strength of the mortar after curing can be increased.

In addition, the mortar further includes a glass fiber which is a ground chopped strand (chopped strand) is applied through a predetermined spray gun.
Here, the glass fiber is included so as to constitute 7% to 10% by weight of the total weight% of the mortar containing the glass fiber after being applied through the spray gun and cured.

Conventionally, by mixing the glass fibers and applying them through a spray gun, the weight ratio of the glass fibers may not exceed 3% by weight of the total weight of the mortar containing the glass fibers after curing.
Accordingly, the ratio of the glass fibers contained in the mortar including the glass fibers after curing by applying glycerin, triethanolamine, and the like to the mortar by mixing them with a spray gun could exceed 3% by weight.
However, by the method as described above, it could exceed 3% by weight, but by applying the spray gun in a state in which the glass fibers are mixed, the glass fiber can not be prevented from tangling or agglomeration of the mortar hardened The proportion of the glass fibers in the mortar containing the later glass fibers could not exceed 5% by weight.

Accordingly, in the embodiment of the present invention, in order for the ratio of the glass fiber in the mortar containing the glass fiber after curing to exceed 5% by weight, the first inlet (a) as shown in FIG. And apply mortar containing glass fibers to the outside through a conduit pipe forming a second inlet passage (b) which is a branch pipe communicating with the first inlet passage (a) at the distal end of the first inlet passage (a). .

That is, the mortar in which cement, sand, and water are mixed is introduced into the first inlet passage a, and is injected outside through the injection hole c, and the second inlet passage communicating with the first inlet passage a. In (b), the glass fiber pulverized to a predetermined length is injected into the mortar proceeding at a constant speed, and as a result, the mortar containing the glass fiber is sprayed to the outside through the injection hole (c).

At this time, the angle (θ) formed by the first inlet (a) and the second inlet (b) is formed at an acute angle, the glass fiber flowing at a constant speed through the second inlet (b) is the first inlet It can be mixed well with the mortar sprayed out through (a).

In addition, after the glass fiber is injected into the mortar proceeding in the spraying direction through the first inlet path (a), the mortar containing the glass fiber is immediately sprayed to the outside so that entanglement or agglomeration may not occur.

In this way, it is possible to apply so that the content ratio of the glass fiber in the mortar containing the glass fiber after the applied and cured, but does not include the emollient to alleviate the tangling or agglomeration as conventionally configured to exceed 5% by weight do.

In addition, the mortar may further include a Naphthalene Sulfonate-based water reducing agent of 0.3% to 1.0% by weight of the total weight of the mortar after curing. That is, the mortar in the state containing the glass fiber is preferably further included a water reducing agent in order to increase the fluidization rate, thereby reducing the voids and bleeding phenomenon at the boundary between the cement and the glass fiber, as a result The strength and modulus of elasticity of the artificial cancer can be improved.

In addition, the mortar further comprises 0.10% to 0.15% by weight of the retarder in the total weight of the mortar after the curing by delaying the curing time for a first time, the first plastering step, the second plastering step and the second The outer surface of each layer formed through the third plastering step can secure a time for a predetermined treatment.

On the other hand, the mortar coating step (S51) is the first plastering step, the first plastering step 24 is formed by applying the mortar containing the glass fiber described above, the outer surface of the first plastering layer 24 The second plastering step in which the second plastering layer 25 is formed by applying the mortar containing the glass fiber, by applying the mortar containing the glass fiber to the outer surface of the second plastering layer 25 A third plastering step in which the third plastering layer 26 is formed may be included.

Here, the first plastering step of forming the first plastering layer 24 is to be applied directly to the deformed reinforcing bar 21 and the wire mesh 22 to be formed so as to have a thickness of 15 ~ 25mm, Through this, a schematic shape of the artificial cancer 20 may be formed.

In addition, the second plastering step of forming the second plastering layer 25 is to apply a mortar containing glass fibers to the outer surface of the first plastering layer 24, the first plastering layer 24 It is preferable to apply so as to correspond to the thickness of. In addition, it is possible to further embody a schematic form of the artificial cancer 20 formed by the first plastering step through the second plastering step.

In addition, the third plastering step of forming the third plastering layer 26 is to apply a mortar containing glass fibers to the outer surface of the second plastering layer 25, the second plastering layer 25 It is preferable to apply in a thickness of 1 to 2 times that of the thickness of 15mm ~ 50mm. In addition, the form of the artificial cancer 20 formed by the second plastering step through the third plastering step can be more delicately polished.

On the other hand, GRC applied to the outer surface of the primary plastering layer 24 and the outer surface of the secondary plastering layer 25 before forming the secondary plastering layer 25 and the tertiary plastering layer 26. In order to prevent the falling off of the surface may be applied to the outer surface using a predetermined tool, or a predetermined adhesive may be further applied.

Thus, in the mortar coating step (S51) by forming a plurality of layers, such as the first plastering layer, the second plastering layer, the third plastering layer and sequentially formed artificial cancer by forming the artificial cancer panel previously manufactured It is possible to prevent the separation space between the artificial cancer panel and the support generated by using.

In addition, when constructing a large sculpture such as artificial waterfall (A) it is possible to secure the appropriate thickness, through which the artificial cancer can be stably maintained from disturbances such as rain, wind.

Next, the surface treatment step (S52) is to work in detail by finely trimming with a predetermined tool to make the mortar containing the glass fiber applied in the above-described mortar coating step (S51) in the shape of a rock.

That is, after roughly forming the outer surface of the rock using a tool having a certain surface to form the outer surface of the rock in the third plastering layer 26 applied in the mortar coating step, the rock on the outer surface By expressing the rock surface using a sharp tool to express the surface cracks, etc., it is possible to complete the shape of the outer surface of the artificial rock.

Next, the waterproofing step (S53) is to apply a fire-resistant paint, a waterproofing liquid and the like to form a waterproof layer 27 on the outer surface of the applied mortar formed in the mortar coating step (S51).

At this time, the outer surface of the waterproof layer 27 may be colored to the artificial cancer using a predetermined paint.

As described above, the artificial cancer used in the artificial waterfall A may be formed through the mortar coating step S51, the surface treatment step S52, and the waterproofing step S53.

3 and 4, the lower tank 32, the upper tank 33, the tank light source 34, a submersible pump (not shown), etc. so that the water of the artificial waterfall A can proceed smoothly. Install, and further install the sculptures, such as planting materials such as trees (S60). All these components are provided to complete the construction of large sculptures such as artificial waterfall (A).

Next, the construction method of the sculpture according to the second embodiment of the present invention will be described. Unlike the first embodiment, the second embodiment of the present invention relates to a construction method of a small sculpture.

7 is a flowchart illustrating a method of constructing a sculpture, which is a second embodiment according to the present invention. 8 is a partial cross-sectional view of a sculpture as a second embodiment according to the present invention.

7 and 8, the method for constructing a small sculpture such as a wooden sculpture is a compression styrofoam 40 manufacturing step (S100), a compressed styrofoam to produce a rough shape of an artificial rock of a desired shape into a compressed styrofoam. Wire mesh installation step (S110) for installing the wire mesh 51 on the outside of the 40, the adhesive coating step (S120) for applying the adhesive 52 to the outside of the wire mesh, glass fiber to form an artificial cancer on the outside of the wire mesh The mortar is applied to form the first plastering layer 53, the second plastering layer 54, and the third plastering layer 55, as in the first embodiment, and the water-repellent layer 56 is formed on the surface thereof. The artificial cancer forming step (S130) of applying a sample to form an artificial cancer.

Then, after the artificial rock is formed as in the first embodiment as needed, the artificial rock 50 is formed into a desired sculpture such as a wooden sculpture through a detailed process, and a predetermined fireproof paint and The paint is applied to complete the production of small sculptures.

As described above, the method of constructing a sculpture according to the second embodiment of the present invention is an embodiment of manufacturing a small sculpture such as a wooden sculpture that can be installed indoors or outdoors.

That is, the difference between the first embodiment and the second embodiment is that the installation of the support and the deformed reinforcing bar of the first embodiment is no other difference except that it is replaced by compression styrofoam in the second embodiment, so detailed description of the method is omitted.

Through the above-described first and second embodiments, it is possible to manufacture an artificial cancer in the field, and thus, it is possible to manufacture an original sculpture that can fit well with the surrounding environment indoors or outdoors.

The scope of the present invention is not limited to the above-described embodiment, but may be embodied in various forms of embodiments within the scope of the appended claims. Without departing from the gist of the invention claimed in the claims, it is intended that any person skilled in the art to which the present invention pertains falls within the scope of the claims described in the present invention to various extents which can be modified.

1 is a cross-sectional view showing the structure of the artificial waterfall using an artificial cancer panel,

2 is a flow chart of a molding construction method according to a first embodiment of the present invention,

3 is a flow chart of the artificial cancer forming step of FIG.

4 is a cross-sectional view of a sculpture according to a first embodiment of the present invention;

5 is a plan view of a sculpture according to a first embodiment of the present invention;

6 is a cross-sectional view of the conduit of the spray gun,

7 is a flow chart of the construction method of the second embodiment according to the present invention,

8 is a partial cross-sectional view of a sculpture as a second embodiment according to the present invention.

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

10: support 11: mounting wall surface 20: artificial rock

21: deformed steel 22: wire mesh 23: adhesive

24: the first plastering layer 25: the second plastering layer 26: the third plastering layer

27: waterproof layer 32: lower water tank 33: upper water tank

34: aquarium light source 40: compressed styrofoam 50: artificial rock

51: wire mesh 52: adhesive 53: the first layer

54: second layer 55: third layer 56: waterproof layer

Claims (11)

In the sculpture construction method, A support installation step of supporting the sculpture; Deformed rebar installation step of making the shape of the sculpture by the deformed rebar fixed to the support; A wire mesh installation step of fixing a wire mesh to the deformed rebar so that the deformed rebar has a dense property; Apply mortar containing glass fibers to the outside of the wire mesh through a spray gun, Of the total weight of the mortar containing the glass fiber after curing so that the glass fiber is included in 7 to 10% by weight, The mortar is introduced through the first inlet passage and sprayed to the outside, and the glass fiber is in communication with the first inlet passage immediately before the mortar introduced at a constant speed through the first inlet passage is injected to the outside. And an artificial cancer forming step of forming an artificial cancer by spraying the mortar in a pulverized state through an inlet path and applying a mortar including the glass fiber through a spray hole. In the sculpture construction method, A compression styrofoam manufacturing step of manufacturing the shape of the sculpture into compressed styrofoam; A wire mesh installation step of installing a wire mesh on the outside of the styrofoam; Apply mortar containing glass fibers to the outside of the wire mesh through a spray gun, Of the total weight of the mortar containing the glass fiber after curing so that the glass fiber is included in 7 to 10% by weight, The mortar is introduced through the first inlet passage and sprayed to the outside, and the glass fiber is in communication with the first inlet passage immediately before the mortar introduced at a constant speed through the first inlet passage is injected to the outside. And an artificial cancer forming step of forming an artificial cancer by spraying the mortar in a pulverized state through an inlet path and applying a mortar including the glass fiber through a spray hole. The method according to claim 1 or 2, Mortar to be applied in the artificial cancer forming step is a sculpture construction method characterized in that the content ratio of cement: sand: water is 10: 9: 3 to 4. The method of claim 3, wherein Sculpture construction method, characterized in that the glass fiber contained in the mortar in the artificial cancer forming step is an alkaline chopped strand (chopped strand). The method of claim 4, wherein Mortar to be applied in the artificial cancer forming step is a sculpture construction method characterized in that it further comprises 0.3% to 1.0% by weight of a reducing agent in the total weight of the mortar after curing. The method of claim 5, The method of constructing the sculpture, characterized in that the water reducing agent contained in the mortar applied in the artificial cancer forming step is Naphthalene sulfone (Naphthalene Sulfonate) -based. The method of claim 6, Mortar applied in the artificial cancer forming step is a sculpture construction method characterized in that it further comprises 0.10% to 0.15% by weight of the retarder in the total weight of the mortar after curing. The method of claim 7, wherein Sculpture construction method further comprises an adhesive coating step of applying an adhesive to the outside of the wire mesh after the wire mesh installation step. The method of claim 8, The artificial cancer forming step includes a first plastering step of forming the first plastering layer by applying the mortar to the outside of the wire mesh, and a second plastering step of applying the mortar to the outside of the first plastering layer. And, a third plastering step of applying the mortar to the outside of the second plastering layer. The method of claim 9, The thickness of the mortar applied in the first plastering step is 15mm to 25mm, the thickness of the mortar applied in the second plastering step corresponds to the thickness of the mortar applied in the first plastering step Sculpture construction method. The method of claim 10, The thickness of the mortar to be applied in the third plastering step is a sculpture construction method characterized in that the coating is applied to a thickness of 1 to 2 times the thickness of the mortar to be applied in the first plastering step and the second plastering step .

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