KR101018566B1 - A construction method of artificial stone with durability - Google Patents

A construction method of artificial stone with durability Download PDF

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KR101018566B1
KR101018566B1 KR1020100111647A KR20100111647A KR101018566B1 KR 101018566 B1 KR101018566 B1 KR 101018566B1 KR 1020100111647 A KR1020100111647 A KR 1020100111647A KR 20100111647 A KR20100111647 A KR 20100111647A KR 101018566 B1 KR101018566 B1 KR 101018566B1
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molding material
reinforcing bar
artificial
primary molding
mesh
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KR1020100111647A
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Korean (ko)
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KR101018566B9 (en
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김득일
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김득일
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B44—DECORATIVE ARTS
    • B44C—PRODUCING DECORATIVE EFFECTS; MOSAICS; TARSIA WORK; PAPERHANGING
    • B44C5/00—Processes for producing special ornamental bodies
    • B44C5/06—Natural ornaments; Imitations thereof
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B44—DECORATIVE ARTS
    • B44F—SPECIAL DESIGNS OR PICTURES
    • B44F9/00—Designs imitating natural patterns
    • B44F9/04—Designs imitating natural patterns of stone surfaces, e.g. marble
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/38—Fibrous materials; Whiskers
    • C04B14/42—Glass

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Manufacturing & Machinery (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE: A method for manufacturing an artificial arm with the durability is provided to prevent the generation of abrasion using rebar buried with a pre-set thickness. CONSTITUTION: Rebar(4) with pre-set intervals is combined using combining wires(6). The rebar is integrated with an inner iron mesh and an outer iron mesh using combining rings(13). A spacer(10) is installed at the rebar. A nylon net(11) is installed at the outside of the inner iron mesh and at the end part of the spacer. The spray coating process of a primary molding material(7) between the rebar, the iron mesh, and the nylon net is implemented in order to form an artificial arm structure.

Description

내구성 있는 인공암 제작방법{A construction method of artificial stone with durability}A construction method of artificial stone with durability}

본 발명은 내구성 있는 인공암 제작방법에 관한 것으로, 더욱 상세하게는 옹벽이나 콘크리트 구조물, 산의 절개면 등에 미관을 위하여 인공암을 설치하는 과정에서 인공암 구조물의 균열과 부식을 방지하여 오랜동안 내구성을 갖게 하는 인공암 제작방법에 관한 것이다.The present invention relates to a method for manufacturing a durable artificial cancer, more specifically, to prevent cracking and corrosion of the artificial cancer structure in the process of installing the artificial cancer for aesthetics, such as retaining walls, concrete structures, incision surface of the mountain, etc. It relates to a method for producing artificial cancer to have.

일반적으로 인공암은 옹벽이나 인공 폭포 등에 조경물로 사용되는데, 옹벽이나 인공 폭포에 사용되는 인공암은 FRP(Fiber Reinforced Plastics) GRC(GlassFiber Reinforced Cement) 등의 재질을 사용하며, 그 일예로 종래기술인 도 2를 참조하여 설명한다.
Generally, artificial rock is used as a landscaping material for retaining wall or artificial waterfall, and artificial rock used for retaining wall or artificial waterfall uses materials such as Fiber Reinforced Plastics (GRP) and Glass Fiber Reinforced Cement (GRC). It demonstrates with reference to 2.

옹벽이나 콘크리트 구조물에 설치되는 인공암은 철근(4)들을 인공암 형태에 맞게 일정한 간격으로 수직, 수평방향으로 배근하고 결속선(6)으로 결합하여 인공암의 골조를 형성하고, 상기 철근(4)에 스페이서(Spacer, 10)를 설치하며 철근(4)의 일측에 일정한 간격을 두고 그물망 형상의 철망(5)을 설치하여 상기 철근(4)과 철망(5)은 스페이서(10)에 의해 일정한 간격을 유지하며 결속선(6)으로 결합되어 일체로 되게 한다.
The artificial rock installed on the retaining wall or concrete structure is arranged in the vertical and horizontal direction of the reinforcing bars (4) at regular intervals in accordance with the shape of the artificial rock, combined with the binding line (6) to form a skeleton of the artificial rock, the reinforcing bars (4 The spacer (10) is installed in the spacer (10) and at one side of the reinforcing bar (4) is installed at a certain distance to the mesh-shaped wire mesh (5) to the reinforcement (4) and the wire mesh (5) is fixed by the spacer 10 It is held together by a tie (6) to maintain the spacing to be integral.

상기 일체화된 철근(4)과 철망(5) 사이의 공간부에 1차 조형재료(7)를 뿜칠할 때 철망(5)이 거푸집 역할을 하여 인공암 구조재를 형성하고, 그 위에 방수층(8)을 시공한 후 상기 방수층 (8)표면에 2차 조형재료(9)를 뿜칠하여 인공암 마감재를 형성함으로써 다양한 형상의 인공암을 조성한다.
When the primary molding material 7 is sprayed into the space between the integrated reinforcing bar 4 and the wire mesh 5, the wire mesh 5 serves as a formwork to form an artificial rock structural material, and the waterproof layer 8 thereon. After the construction by spraying the secondary molding material (9) on the surface of the waterproof layer (8) to form an artificial rock finish to form a variety of artificial cancer.

그러나 상기의 종래기술은 철근(4)이 철망(5)에 결속선(6)으로 결합되는 부분에서 철근과 철망이 이격되지 않고 일체로 결합되어 1차 조형재료(7)가 뿜칠된 후 철근(4)이 철망(5)과 결속선(6)으로 결합되는 부분에서 철근(4)은 1차 조형재료(7)로 피복되지 못하고 공기 중에 노출되어 철근이 부식됨으로써 인공암 구조재의 강도가 저하되는 문제점이 있게 된다.
However, in the prior art, the reinforcing bars 4 are joined together without being spaced apart from each other at the portion where the reinforcing bar 4 is coupled to the wire net 5 by the binding line 6, and then the first molding material 7 is sprayed and then the reinforcing bar ( 4) where the reinforcing bar 4 is not covered with the primary molding material 7 but is exposed to the air and the steel is corroded at the portion where the wire mesh 5 and the binding line 6 are combined, thereby reducing the strength of the artificial rock structural material. There is a problem.

또한 인공암의 다양한 형상에 따라 제작되는 철망은 그 재질 특성상 가공에도 한계가 있어 거푸집 역할을 하는데 어려움이 있어서 다양한 형상의 인공암 제작에 문제점이 있게 된다.In addition, the wire mesh produced according to the various shapes of the artificial cancer has a limitation in processing due to its material characteristics, there is a difficulty in the formwork, there is a problem in the production of artificial cancer of various shapes.

본 발명은 상기 종래기술의 문제점을 해결하기 위하여, 철근의 안쪽과 바깥쪽으로 일정 간격 이격하여 설치된 그물망 형상의 철망과 거푸집 역할을 하는 나일론망을 설치하여, 철근이 일정 피복두께를 유지하도록 매립됨으로써 공기와 우수 등의 접촉에 의한 부식을 방지하고, 또한 나일론 망을 거푸집으로 사용함으로써 거푸집의 기능을 유지하며 다양한 형상의 거푸집을 가능하게 하는 내구성 있는 인공암 제작방법을 제공하는 것을 목적으로 한다.The present invention is to solve the problems of the prior art, by installing a nylon mesh that acts as a formwork and the mesh of the wire mesh is installed at a predetermined interval away from the inside and outside of the reinforcing bar, the rebar is embedded to maintain a constant coating thickness air The purpose of the present invention is to provide a durable artificial cancer manufacturing method that prevents corrosion by contact with rain and rain, and also maintains the function of the formwork by using nylon mesh as formwork.

상기와 같은 목적을 달성하기 위해 제공되는 본 발명의 내구성 있는 인공암 제작방법은 인공암 형태로 철근(4)들을 소정 간격으로 배근하여 결속선(6)으로 결합하는 단계와, 상기 철근(4)의 안쪽과 바깥쪽으로 일정 간격을 두고 그물망 형상의 안쪽 철망(5)과 바깥쪽 철망(5)을 배치하고 상기 철근(4)과 안쪽 철망(5), 철근(4)과 바깥쪽 철망(5)을 각각 결합링(Hug Ring, 13)으로 일체로 결합하는 단계와; 상기 철근(4)에 소정 간격으로 스페이서(10)를 설치하고 상기 안쪽 철망(5)의 외부로 스페이서(Spacer, 10)의 단부 위치에 나일론 망(11)을 설치하며, 상기 안쪽 철망(5)과 바깥쪽 철망(5) 및 나일론 망(11)을 결합링(Hug Ring, 13)으로 일체로 결합하는 단계와; 상기 철근(4)과 철망(5) 및 나일론 망(11) 사이의 공간부에는 1차 조형재료(7)를 뿜칠하여 인공암 구조재를 형성하고, 1차 조형재료(7) 뿜칠시 나일론 망(11)은 거푸집 역할을 하며 철근(4)은 소정의 피복두께가 유지되도록 매립되는 단계;를 포함한다.
Durable artificial cancer manufacturing method of the present invention provided to achieve the above object is the step of reinforcing the reinforcing bars (4) at a predetermined interval in the form of artificial cancer and coupled to the binding line (6), the reinforcing bar (4) Place the inner mesh (5) and the outer mesh (5) of the mesh shape at a predetermined distance to the inside and outside of the reinforcing bar (4) and the inner mesh (5), reinforcing bars (4) and outer mesh (5) Integrally coupling each to a coupling ring (Hug Ring) 13; The spacer 10 is installed on the reinforcing bar 4 at predetermined intervals and the nylon net 11 is installed at the end position of the spacer 10 to the outside of the inner wire net 5, and the inner wire net 5 is provided. Integrally combining the outer and outer wire meshes 5 and the nylon mesh 11 with a coupling ring (Hug Ring) 13; The space between the reinforcing bar 4 and the wire mesh 5 and the nylon net 11 is sprayed with a primary molding material 7 to form an artificial rock structure, and when the primary molding material 7 is sprayed with a nylon net ( 11) serves as a formwork and the reinforcing bar 4 is embedded to maintain a predetermined coating thickness.

또한 1차 조형재료인 인공암 구조재와 2차 조형재료인 인공암 마감재 사이의 결합력을 향상시키기 위하여 1차 조형재료가 경화되기 전에 1차 조형재료에 ‘ㄷ’자형 철물의 일부가 매립, 고정되는 단계를 더 포함한다.Also, in order to improve the bonding force between the artificial rock structural material, which is the primary modeling material, and the artificial rock finish material, which is the secondary modeling material, a part of the 'c' shaped hardware is embedded and fixed in the primary molding material before the primary molding material is cured. It further comprises a step.

상기와 같은 본 발명의 내구성 있는 인공암 제작방법은 철근이 거푸집 역할을 하는 나일론 망과 스페이서에 의해 일정 간격 이격되고 안쪽 철망과 바깥쪽 철망 및 나일론 망이 결합링에 의해 일체화 됨으로써 철근이 1차 조형재료에 의해 소정의 두께로 피복되어 철근의 부식을 방지하여 인공암 구조재의 내구성을 향상시키고, 나일론 망을 거푸집으로 사용하여 거푸집의 기능을 유지하며 다양한 형상의 거푸집을 가능하게 하는 효과가 있다.
Durable artificial cancer manufacturing method of the present invention as described above is a steel bar is formed by a nylon mesh and a spacer acting as a formwork spaced apart by a certain interval and the inner wire mesh and the outer wire mesh and nylon mesh is integrated by a coupling ring, the steel reinforcement primary molding It is coated to a predetermined thickness by the material to prevent corrosion of the reinforcing bar to improve the durability of the artificial rock structural material, by using a nylon mesh as a formwork to maintain the function of the formwork, it is possible to form a variety of formwork.

또한 1차 조형재료가 경화되기 전에 1차 조형재료에 ‘ㄷ’자형 철물을 매립, 고정함으로써 1차 조형재료와 2차 조형재료의 결합력을 향상시키며, 또한 나일론 망과 철근, 철근과 1차 조형재료 표면 사이에 철망을 삽입하고, 철근은 안쪽 철망, 바깥쪽 철망과 결합링에 의해 일체화 됨으로써 1차 조형재료 뿜칠 시 안쪽 철망과 바깥쪽 철망의 흘러 내림을 방지하고 1차 조형재료의 균열을 방지하는 효과가 있다.In addition, by embedding and fixing the 'c' shaped hardware in the primary molding material before the primary molding material is cured, it improves the bonding force between the primary molding material and the secondary molding material, and also nylon mesh, rebar, reinforcing bar and primary molding. Insert the wire mesh between the surface of the material, and the reinforcing bar is integrated by the inner wire mesh and the outer wire mesh to prevent the flow of the inner wire mesh and the outer wire mesh when the primary molding material is sprayed and to prevent the crack of the primary molding material. It is effective.

도 1은 본 발명의 인공암이 옹벽이나 콘크리트 구조물 외벽에 설치되는 것을 보여주는 단면도
도 2는 종래기술인 인공암의 단면도
도 3은 본 발명에 따른 인공암의 단면도
도 4는 도 3의 철근과 철망, 철망과 나일론 망을 결합링으로 결합한 상태를 보여주는 정면도
도 5는 도 4의 철망과 나일론 망을 결합링으로 결합한 상태를 보여주는 A-A' 확대단면도
도 6은 도 4의 철근과 철망을 결합링으로 결합한 상태를 보여주는 B-B' 확대단면도
도 7은 인공암 제작과정을 보여주는 단면도1 is a cross-sectional view showing that the artificial rock of the present invention is installed on the retaining wall or the outer wall of the concrete structure
2 is a cross-sectional view of a conventional artificial cancer
3 is a cross-sectional view of the artificial cancer according to the present invention
4 is a front view showing a state in which the reinforcing bar and wire mesh of FIG.
5 is an enlarged sectional view taken along line AA ′ showing a state in which the wire mesh and the nylon mesh of FIG.
Figure 6 is an enlarged cross-sectional view BB 'showing a state in which the reinforcing bar and the wire mesh of Figure 4 combined by a coupling ring;
7 is a cross-sectional view showing the artificial cancer manufacturing process

본 발명의 상기와 같은 목적과 과제해결수단 및 효과는 본 발명의 바람직한 실시 예를 상세히 설명함으로써 더욱 명확해질 것이다. 이하, 첨부된 도면 및 바람직한 실시예에 따라 본 발명인 내구성 있는 인공암 제작방법을 상세히 설명한다.
The objects, the problem solving means and the effects of the present invention will become more apparent by describing the preferred embodiments of the present invention in detail. Hereinafter, a durable artificial cancer manufacturing method of the present invention according to the accompanying drawings and preferred embodiments will be described in detail.

도 1은 본 발명의 인공암이 옹벽이나 콘크리트 구조물 외벽에 설치되는 것을 보여주는 단면도이고, 도 2는 종래기술인 인공암의 단면도이며, 도 3은 본 발명에 따른 인공암의 단면도이고, 도 4는 도 3의 철근과 철망, 철망과 나일론 망을 결합링으로 결합한 상태를 보여주는 정면도이며, 도 5는 도 4의 철망과 나일론 망을 결합링으로 결합한 상태를 보여주는 A-A' 확대단면도이고, 도 6은 도 4의 철근과 철망을 결합링으로 결합한 상태를 보여주는 B-B' 확대단면도이며, 도 7은 인공암 제작과정을 보여주는 단면도이고, 도 1, 3내지 7을 참고하여 본 발명을 단계적으로 설명하면 다음과 같다.
1 is a cross-sectional view showing that the artificial cancer of the present invention is installed on the retaining wall or the outer wall of the concrete structure, Figure 2 is a cross-sectional view of the conventional artificial cancer, Figure 3 is a cross-sectional view of the artificial cancer according to the present invention, Figure 4 3 is a front view showing a state in which the reinforcing bar and the wire mesh, the wire mesh and nylon mesh coupled by a coupling ring, Figure 5 is an enlarged cross-sectional view AA 'showing a state in which the wire mesh and nylon mesh of Figure 4 combined by a coupling ring, Figure 6 BB 'is an enlarged cross-sectional view showing a state of combining the reinforcing bar and the wire mesh with a coupling ring, Figure 7 is a cross-sectional view showing the artificial cancer manufacturing process, with reference to Figures 1, 3 to 7 as follows.

도 1에 도시된 바와 같이 인공암이 옹벽이나 콘크리트 외벽체(1)에 고정되기 위해 콘크리트 외벽체 등의 표면에는 강재로 된 보강구조물(2)이 인공암(3)의 하중을 견디기 위해 설치된다. 강재로 된 보강구조물은 옹벽 등의 표면에 앵커 볼트(미도시) 등을 이용하여 설치, 고정된다.
As shown in FIG. 1, a reinforcing structure 2 made of steel is provided on the surface of the concrete outer wall to withstand the load of the artificial arm 3 so that the artificial rock is fixed to the retaining wall or the concrete outer wall 1. The reinforcing structure made of steel is installed and fixed on the surface of the retaining wall using an anchor bolt (not shown).

도 3에 도시된 바와 같이 인공암(3)은 그 형상에 따라 인공암(3) 자체의 하중을 지지하기 위해 수직방향과 수평방향으로 철근(4)들을 소정 간격으로 배근하여 결속선(6)으로 결합하여 인공암 골조를 형성한다.
As shown in FIG. 3, the artificial arm 3 reinforces the reinforcing bars 4 at predetermined intervals in a vertical direction and a horizontal direction in order to support the load of the artificial arm 3 itself according to its shape. Combined to form an artificial cancer skeleton.

철근(4)들로 형성된 인공암 골조에 도 6에 도시된 바와 같이 상기 철근(4)을 중심으로 일정 간격을 두고 안쪽과 바깥쪽으로 그물망 형상의 철망(5)을 배치하고 상기 철근(4)과 안쪽 철망(5), 철근(4)과 바깥쪽 철망(5)은 각각 결합링(Hug Ring, 13)으로 결합하여 철근(4)과 철망(5)을 일체화 한다.
As shown in FIG. 6, a mesh-shaped wire mesh 5 is disposed inwardly and outwardly at a predetermined interval around the reinforcing bar 4 as shown in FIG. 6, and the reinforcing bar 4 and The inner wire mesh (5), the reinforcing bar (4) and the outer wire mesh (5) are respectively coupled by a coupling ring (Hug Ring, 13) to integrate the reinforcing bar (4) and the wire mesh (5).

또한 도 5에 도시된 바와 같이 상기 철근(4)에 일정 간격으로 스페이서(Spacer, 10)를 설치하고 상기 안쪽 철망(5)의 외부로 스페이서(10)의 단부 위치에 나일론 망(11)을 설치하며, 상기 안쪽 철망(5)과 바깥쪽 철망(5) 및 나일론 망(11)을 결합링(Hug Ring, 13)으로 결합하여 일체화 한다.
In addition, as shown in FIG. 5, spacers 10 are installed at predetermined intervals on the reinforcing bar 4 and nylon nets 11 are installed at end portions of the spacers 10 to the outside of the inner wire mesh 5. And, the inner wire mesh (5) and the outer wire mesh (5) and nylon mesh 11 is combined by a coupling ring (Hug Ring, 13) to integrate.

상기 철근(4)과 철망(5), 안쪽 철망(5)과 바깥쪽 철망(5) 및 나일론 망(11)이 각각 일체로 결합된 상태에서 도 7에 도시된 바와 같이 상기 철근(4)과 철망(5) 및 나일론 망(11) 사이의 공간부에 1차 조형재료(7)를 뿜칠하여 인공암 구조재를 형성하고, 1차 조형재료(7) 뿜칠시 나일론 망(11)은 거푸집 역할을 하며 철근(4)은 소정의 피복두께가 유지되도록 매립되어 철근(4)이 1차 조형재료(7)에 의해 피복됨으로써 철근(4)의 부식을 방지하고, 또한 철근(4)과 나일론 망(11) 또는 철근과 1차 조형재료(7) 표면 사이에 철망(5)을 삽입하고, 철근은 안쪽 철망, 바깥쪽 철망과 결합링에 의해 일체화 됨으로써 1차 조형재료 뿜칠 시 안쪽 철망과 바깥쪽 철망의 흘러 내림을 방지하고 1차 조형재료(7)의 균열을 방지하여 인공암 구조재의 내구성을 향상시킨다.
As shown in FIG. 7, the reinforcing bar 4 and the wire mesh 5, the inner wire mesh 5, the outer wire mesh 5, and the nylon mesh 11 are integrally coupled, respectively, as shown in FIG. 7. The primary molding material (7) is sprayed into the space between the wire mesh (5) and the nylon net (11) to form an artificial rock structure, and when the primary molding material (7) is sprayed, the nylon net (11) serves as a formwork. The reinforcing bar 4 is embedded to maintain a predetermined coating thickness so that the reinforcing bar 4 is covered by the primary molding material 7 to prevent corrosion of the bar 4 and further, the reinforcing bar 4 and the nylon net ( 11) Or insert a wire mesh (5) between the reinforcing bar and the surface of the primary molding material (7), the reinforcing bar is integrated by the inner wire mesh, the outer wire mesh and the coupling ring, so that the inner wire mesh and the outer wire mesh at the time of spraying the primary molding material It prevents the flow of and prevents the crack of the primary molding material (7) to improve the durability of the artificial rock structural material.

1차 조형재료(7)가 경화되기 전에 1차 조형재료(7)에 ‘ㄷ’자형 철물(12)의 일부를 매립, 고정하여 1차 조형재료(7)와 2차 조형재료(9)인 인공암 마감재의 결합력을 견고하게 하며, 1차 조형재료(7)의 표면에는 방수재료를 도포하여 방수층(8)을 형성하고, 상기 방수층(8) 표면에 2차 조형재료(9)를 뿜칠하여 인공암 마감재를 형성한다.
Before the primary molding material 7 is cured, a portion of the 'c' shaped hardware 12 is embedded and fixed in the primary molding material 7 so that the primary molding material 7 and the secondary molding material 9 are By strengthening the binding force of the artificial cancer finishing material, by applying a waterproof material to the surface of the primary molding material (7) to form a waterproof layer (8), by spraying the secondary molding material (9) on the surface of the waterproof layer (8) Form an artificial cancer finish.

상기 1, 2차 조형재료(7, 9)로는 GFRC, FRP, GRC 등 다양한 재질의 조형재료가 사용될 수 있는데, 이들 조형재료는 주로 포틀랜드 시멘트와 가는 골재(10㎜ 이하), 물에 폴리머와 혼화제를 혼합한 것으로, 조형재료의 강도와 성형성을 증대시킨 인공암 제조에 적합한 재료들이다.
As the primary and secondary molding materials 7 and 9, molding materials of various materials such as GFRC, FRP, and GRC may be used, and these molding materials are mainly portland cement, fine aggregate (10 mm or less), and a polymer and admixture with water. It is a material that is suitable for the manufacture of artificial cancer that increased the strength and formability of the molding material by mixing.

1차 조형재료의 두께(t1)는 철근(이형철근 D10)의 직경을 감안하여 6~7㎝를 형성하고, 2차 조형재료의 두께(t2)는 5~6㎝를 형성하는 것이 바람직하며, 상기 조형재료를 사용하여 인공암을 성형함으로써 다양한 형상의 인공암 외부를 형성할 수 있게 된다.
It is preferable that the thickness t 1 of the primary molding material is 6 to 7 cm in consideration of the diameter of the reinforcing bar (deformed bar D10), and the thickness t 2 of the secondary molding material is 5 to 6 cm. In addition, by forming the artificial cancer using the molding material it is possible to form the exterior of the artificial cancer of various shapes.

1차 조형재료(7) 표면에 형성되는 방수층(8)에는 방수재료로 액체방수액, 방수필름 등을 사용하여 방수처리를 하게 되고, 철망은 스틸망을 사용한다.
The waterproof layer 8 formed on the surface of the primary molding material 7 is waterproofed using a liquid waterproofing solution, a waterproof film, or the like as a waterproofing material, and a steel mesh is used for the steel mesh.

이상에서 본 발명은 실시예를 참조하여 상세히 설명되었으나, 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자라면 상기에서 설명된 기술적 사상을 벗어나지 않는 범위 내에서 다양한 변형이 가능할 것이며, 이와 같은 변형된 균등물들도 본 발명의 권리범위에 속하는 것으로 보아야 할 것이다.While the present invention has been described in detail with reference to the embodiments, it will be apparent to those skilled in the art that various modifications may be made without departing from the technical spirit described above. Equivalents should be considered to be within the scope of the present invention.

1 : 콘크리트 보강구조물 2 : 강재 보강구조물
3 : 인공암 4 : 철근
5 : 철망 6 : 결속선
7 : 1차 조형재료 8 : 방수층
9 : 2차 조형재료 10 : 스페이서(Spacer)
11 : 나일론 망 12 : ‘ㄷ’자형 철물
13 : 결합링(Hug Ring)
t1 : 인공암 구조재 두께 t2 : 인공암 마감재 두께1: concrete reinforcement structure 2: steel reinforcement structure
3: artificial cancer 4: rebar
5: wire mesh 6: ties
7: primary molding material 8: waterproof layer
9: secondary molding material 10: spacer
11: nylon net 12: 'c' shaped hardware
13: Hug Ring
t 1 : thickness of artificial rock structure t 2 : thickness of artificial rock finish

Claims (3)

인공암 형태로 철근(4)들을 소정 간격으로 배근하여 결속선(6)으로 결합하는 단계와;
상기 철근(4)의 안쪽과 바깥쪽으로 일정 간격을 두고 그물망 형상의 안쪽 철망(5)과 바깥쪽 철망(5)을 배치하고 상기 철근(4)과 안쪽 철망(5), 철근(4)과 바깥쪽 철망(5)을 각각 결합링(Hug Ring, 13)으로 일체로 결합하는 단계와;
상기 철근(4)에 소정 간격으로 스페이서(10)를 설치하고 상기 안쪽 철망(5)의 외부로 스페이서(Spacer, 10)의 단부 위치에 나일론 망(11)을 설치하며, 상기 안쪽 철망(5)과 바깥쪽 철망(5) 및 나일론 망(11)을 결합링(Hug Ring, 13)으로 일체로 결합하는 단계와;
상기 철근(4)과 철망(5) 및 나일론 망(11) 사이의 공간부에는 1차 조형재료(7)를 뿜칠하여 인공암 구조재를 형성하고, 1차 조형재료(7) 뿜칠시 나일론 망(11)은 거푸집 역할을 하며 철근(4)은 소정의 피복두께가 유지되도록 매립되는 단계;를 포함하는 것을 특징으로 하는 내구성 있는 인공암 제작방법.
Reinforcing the reinforcing bars (4) at predetermined intervals in the form of artificial cancer and coupling them to the binding line (6);
The inner wire mesh (5) and the outer wire mesh (5) of the mesh shape is arranged at a predetermined distance to the inside and the outside of the reinforcing bar (4) and the reinforcing bar (4) and the inner wire mesh (5), the reinforcing bar (4) and the outside Integrally coupling the side wire meshes 5 to each of a coupling ring (Hug Ring) 13;
The spacer 10 is installed on the reinforcing bar 4 at predetermined intervals and the nylon net 11 is installed at the end position of the spacer 10 to the outside of the inner wire net 5, and the inner wire net 5 is provided. Integrally combining the outer and outer wire meshes 5 and the nylon mesh 11 with a coupling ring (Hug Ring) 13;
The space between the reinforcing bar 4 and the wire mesh 5 and the nylon net 11 is sprayed with a primary molding material 7 to form an artificial rock structure, and when the primary molding material 7 is sprayed with a nylon net ( 11) serves as a formwork and the reinforcing bar (4) is embedded to maintain a predetermined coating thickness; durable artificial cancer manufacturing method comprising a.
제1항에 있어서,
상기 1차 조형재료(7)의 표면에 방수층(8)이 형성되는 단계와;
상기 방수층 표면에 2차 조형재료(9)를 뿜칠하여 인공암 마감재를 형성하는 단계;를 더 포함하는 것을 특징으로 하는 내구성 있는 인공암 제작방법.
The method of claim 1,
Forming a waterproof layer (8) on the surface of the primary molding material (7);
And spraying the secondary molding material (9) on the surface of the waterproof layer to form an artificial cancer finish.
제2항에 있어서,
상기 1차 조형재료(7)와 2차 조형재료(9)인 인공암 마감재의 결합력을 증대시키기 위하여 1차 조형재료가 경화되기 전에 1차 조형재료에 ‘ㄷ’자형 철물(12)의 일부가 매립, 고정되는 단계;를 더 포함하는 것을 특징으로 하는 내구성 있는 인공암 제작방법.
The method of claim 2,
In order to increase the bonding force between the primary molding material (7) and the artificial rock finishing material, which is the secondary molding material (9), a portion of the 'c' shaped hardware 12 is added to the primary molding material before the primary molding material is cured. A method of manufacturing a durable artificial cancer, characterized in that it further comprises a buried, fixed step.
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KR101373458B1 (en) * 2013-06-27 2014-03-13 윤복모 A large size artificial rock manufacturing method
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Publication number Priority date Publication date Assignee Title
KR101293430B1 (en) * 2012-12-28 2013-08-05 윤복모 Light weight artificial rock manufacturing method
KR101373458B1 (en) * 2013-06-27 2014-03-13 윤복모 A large size artificial rock manufacturing method
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KR101778653B1 (en) * 2016-12-27 2017-09-14 윤복모 Method of construction artficial falls using artificial rock panel
KR101767491B1 (en) 2017-04-20 2017-08-11 이우연 Concrete artificial sculpture and constructiom method thereof
CN111993833A (en) * 2020-09-14 2020-11-27 肖云南 Stone-like concrete and aluminum-beautiful stone decorative structure made of same
KR102255389B1 (en) * 2020-11-11 2021-05-21 홍익표 Three-dimensional artificial rock landscape retaining wall structure with natural rock shape using porous metal plates
KR102511347B1 (en) * 2022-10-19 2023-03-16 김태현 PRC artificial rock laminate structure and construction method of PRC artificial rock including same

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