KR100340023B1 - Artificial falls and method of constructing the same - Google Patents
Artificial falls and method of constructing the same Download PDFInfo
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- KR100340023B1 KR100340023B1 KR1020000012699A KR20000012699A KR100340023B1 KR 100340023 B1 KR100340023 B1 KR 100340023B1 KR 1020000012699 A KR1020000012699 A KR 1020000012699A KR 20000012699 A KR20000012699 A KR 20000012699A KR 100340023 B1 KR100340023 B1 KR 100340023B1
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- artificial
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- 238000000034 method Methods 0.000 title claims abstract description 6
- 239000011211 glass fiber reinforced concrete Substances 0.000 claims abstract description 48
- 239000011435 rock Substances 0.000 claims abstract description 36
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 230000002787 reinforcement Effects 0.000 claims abstract description 14
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 6
- 238000010276 construction Methods 0.000 claims description 4
- 238000005260 corrosion Methods 0.000 abstract description 6
- 230000007797 corrosion Effects 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 5
- 229910052742 iron Inorganic materials 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 5
- 238000005336 cracking Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- BQCADISMDOOEFD-UHFFFAOYSA-N Silver Chemical compound [Ag] BQCADISMDOOEFD-UHFFFAOYSA-N 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000012744 reinforcing agent Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 229910052709 silver Inorganic materials 0.000 description 1
- 239000004332 silver Substances 0.000 description 1
- 238000009941 weaving Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
본 발명은 인공암의 설치시 내부 철 구조물의 부식이나 하중에 의한 붕괴 또는 크랙 등을 방지하여 수명도를 높일 수 있는 인공 폭포의 시공 방법에 관한 것으로, GFRC 인조암(26)을 지지하고 있는 철구조물(24) 의 사이에 일정 간격을 두고 가장 내측에는 메시형상으로 형성된 망(32)과, 상기 망(32) 및 GFRC 인조암(26)의 사이에 지지력을 높이기 위해 형성된 중간 보강제(28)와, 상기 망(32)과 GFRC 인조암(26)의 사이에 채워져 경화되는 콘크리트(33)로 형성되도록 이루어진 특징이 있다.The present invention relates to a method of constructing an artificial waterfall that can increase the lifespan by preventing corrosion or collapse of the internal steel structure during the installation of the artificial rock, load, etc., the iron supporting the GFRC artificial rock 26 A net 32 formed in a mesh shape at the innermost side with a predetermined distance between the structures 24, and an intermediate reinforcement 28 formed to increase the bearing force between the net 32 and the GFRC artificial arm 26; It is characterized in that it is formed between the net 32 and the GFRC artificial rock 26 is formed of concrete 33 to be cured.
Description
본 발명은 인공 폭포의 시공방법에 관한 것으로, 더욱 상세하게는 인공암의 설치시 내부 철 구조물의 부식이나 하중에 의한 붕괴 또는 크랙 등을 방지하여 수명도를 높일 수 있는 인공 폭포의 시공 방법에 관한 것이다.The present invention relates to a method for constructing an artificial waterfall, and more particularly, to a method for constructing an artificial waterfall that can increase the lifespan by preventing the collapse of the internal steel structure or collapse or cracking due to the load when installing the artificial rock. will be.
일반적으로, 조경물에 많이 사용되는 인공 벽체나, 인공 폭포 등에 사용되는사용되는 것으로, 폭포의 조경 재질은 GFRC 인공암의 재질(GLASS FIBER REINFORCED CEMENT)로 이루어져 있다.In general, it is used for artificial walls, artificial waterfalls, and the like, which are often used for landscaping, and the landscape material of the waterfall is made of GFRC artificial rock material (GLASS FIBER REINFORCED CEMENT).
인공적으로 만들어지는 폭포는, 자연적인 느낌이 느껴지도록 형성된 GFRC 인공암을 종래에는 도 1 및 도 2 에 도시된 바와 같이, 높이가 약 5∼30M정도의 높이가 되는 인공폭포를 설치하기 위해 일측벽은 시멘트 등을 이용해 옹벽(6)을 형성하고, 상기 옹벽(6)을 토대로하여 옹벽(6)에 철구조물(10)들이 지지되어 고정되도록 앵커 볼트(8) 등으로 고정시키고 있다.The artificially created waterfall is one side wall for installing an artificial waterfall having a height of about 5 to 30M, as shown in Figs. 1 and 2, in the conventional GFRC artificial rock formed to feel a natural feeling. The retaining wall 6 is formed using silver cement or the like, and the anchor structure 8 is fixed to the retaining wall 6 based on the retaining wall 6 so that the steel structures 10 are supported and fixed.
상기와 같이 고정된 철구조물(10)의 외부측으로는 철구조물(10)에 고정되도록 20∼30㎝정도의 두께를 갖는 GFRC 인조암(4)을 설치한다.The outer side of the fixed steel structure 10 as described above is provided with a GFRC artificial arm (4) having a thickness of about 20 to 30 cm to be fixed to the steel structure (10).
상기와 GFRC 인조암(4)과 철구조물(10)과의 접합은 용접을 통해서 고정하고 있는 것으로, 상기 GFRC 인조암(4)의 판넬 제작내 내측에 철심을 박아서 설치하고 있기 때문에 철골구조물(10)에 고정할 때에는 용접에 의해 간단하게 용접 등의 방법으로 결합시키도록 구성되어 있다.The joint between the GFRC artificial arm 4 and the steel structure 10 is fixed by welding, and the steel structure is formed by driving an iron core inside the panel fabrication of the GFRC artificial arm 4. When fixing to 10), it is configured to be easily joined by welding or the like by welding.
상기의 GFRC 인조암(4)은 자연석의 느낌을 주도록 형성되어 있으며, 인공 폭포의 상부측에는 상부수조(2)가 형성되어 있어 물을 하부수조(13)로 폭포처럼 떨어뜨리기 위해 저장시키고 있다.The GFRC artificial rock (4) is formed to give a feeling of natural stone, the upper side of the artificial waterfall is formed in the upper tank (2) to store the water to fall like a waterfall into the lower tank (13).
그러나 상기와 같이 이루어진 인공 폭포의 구조로서는 폭포수로 사용되는 물로 인해 장기간 사용하게 되면, GFRC 인조암(4)을 내부측에서 지지하고 있는 철구조물(10)이 부식됨에 의해 지지력이 약해져 인공 폭포의 형태로 설치된 GFRC 인조암(4)이 붕괴되거나, 또는 인공 폭포의 형태 변형을 가져오게 되는 문제점이 있다.However, if the structure of the artificial waterfall made as described above is used for a long time due to the water used as the waterfall, the support structure is weakened by the corrosion of the steel structure (10) supporting the GFRC artificial rock (4) from the inside to form the artificial waterfall The GFRC artificial rock (4) installed as there is a problem that is collapsed, or bring about a deformation of the artificial waterfall.
또한, 도 2 에 도시된 바와 같이, GFRC 인조암(4)과 GFRC 인조암(4)을 연결하고 있는 모르타르(3) 및 메탈리스(metalless)(5) 등으로 고정시키고 있지만, 장기간이 경과되면 GFRC 인조암(4) 판넬의 자체 중량이 70∼80㎏정도이기 때문에 자체 하중 및 온도의 변화에 의하여 인조암(4)의 판넬의 연결부 등이 크랙이 발생되는 문제점이 있다.In addition, as shown in FIG. 2, although it is fixed by mortar (3), metalless (5), etc. which connect the GFRC artificial rock 4 and the GFRC artificial rock 4, when a long time passes, Since the weight of the panel of the GFRC artificial arm 4 is about 70 to 80 kg, the connection part of the panel of the artificial arm 4 is cracked due to the change of its own load and temperature.
따라서, 막대한 비용을 들여 제작된 인공 폭포의 수명은 폭포수로 사용되는 물로 인해 내부 철구조물의 부식을 초래하기 때문에 장기간 사용할 수 없을 뿐만 아니라, 수리시에도 막대한 비용을 투자해야 하는 문제점이 발생되고 있다.Therefore, the lifespan of artificial waterfalls, which are manufactured at an enormous cost, causes corrosion of the internal steel structure due to the water used as the waterfalls, and thus it is not possible to use them for long periods of time, and there is a problem in that huge costs must be invested in repairs.
따라서, 본 발명은 상기와 같은 문제점을 감안하여 창출된 것으로, 그 목적은 인공암의 설치시 내부 철 구조물의 부식이나 하중에 의한 붕괴 또는 크랙 등을 방지하여 수명도를 높일 수 있는 인공 폭포의 시공 방법을 제공함에 있다.Accordingly, the present invention has been made in view of the above problems, and its object is to construct an artificial waterfall which can increase the service life by preventing the collapse of the internal steel structure or the collapse or cracking due to the load when installing the artificial rock. In providing a method.
도 1 종래의 인공 폭포의 설치상태를 나타내는 도면이다.1 is a view showing an installation state of a conventional artificial waterfall.
도 2 는 도 1 의 인공 폭포의 설치상태를 나타내는 부분 절단 상세도이다.FIG. 2 is a partial cutaway detailed view showing an installation state of the artificial waterfall of FIG. 1. FIG.
도 3 은 본 발명의 인공 폭포의 설치상태를 나타내는 도면이다.3 is a view showing the installation of the artificial waterfall of the present invention.
도 4 는 도 3 의 부분 절단 상세도이다.4 is a partial cutaway detail of FIG. 3.
-도면의 주요부분에 대한 부호의 설명-Explanation of symbols on the main parts of the drawing
24: 철구조물 26: GFRC 인조암24: Steel structure 26: GFRC artificial rock
28: 중간 보강제 32: 망28: intermediate reinforcement 32: mesh
33: 콘크리트33: concrete
상기와 같은 목적을 달성하기 위하여 본 발명의 인공 폭포의 시공 방법은, 상기 GFRC 인조암과 이를 지지하고 있는 철구조물과의 사이에 일정 간격을 두고 가장 내측에는 메시형상의 망을 형성하고, 상기 망과 GFRC 인조암의 사이의 공간에 중간 보강제를 형성하고, 상기 망과 GFRC 인조암의 사이의 빈 공간에 콘크리트를 타설하여 채우도록해 인공 폭포를 제작함에 있다.In order to achieve the above object, the construction method of the artificial waterfall of the present invention, at a predetermined interval between the GFRC artificial rock and the steel structure that supports it to form a mesh-shaped net on the innermost, the network The intermediate reinforcing agent is formed in the space between the GFRC artificial rock, and the concrete space is poured into the empty space between the network and the GFRC artificial rock to produce an artificial waterfall.
또한, 본 발명의 인공 폭포의 구성은, GFRC 인조암을 지지하고 있는 철구조물과의 사이에 일정 간격을 두고 가장 내측에는 메시형상으로 형성된 망과, 상기망 및 GFRC 인조암과 이를 사이에 지지력을 높이기 위해 형성된 중간 보강제와, 상기 망과 GFRC 인조암의 사이에 채워져 경화되는 콘크리트로 구성된다.In addition, the configuration of the artificial waterfall of the present invention, the network formed in a mesh shape at the innermost with a certain interval between the steel structure supporting the GFRC artificial rock, and the support force between the network and the GFRC artificial rock and it It consists of an intermediate reinforcement formed to increase, and concrete that is filled and cured between the mesh and the GFRC artificial rock.
상기와 같이 구성된 본 발명의 인공 폭포의 시공 방법 및 인공 폭포를 첨부된 도면을 참조하여 아래와 같이 상세하게 설명한다.The construction method and artificial waterfall of the artificial waterfall of the present invention configured as described above will be described in detail with reference to the accompanying drawings.
도 3 은 본 발명의 인공 폭포의 설치상태를 나타내는 도면이고, 도 4 는 도 3 의 부분 절단 상세도이다.3 is a view showing the installation of the artificial waterfall of the present invention, Figure 4 is a partial cut detail of FIG.
본 발명은 조경 등을 목적으로 설치되는 인공 폭포를 설치하기 위하여 일정 높이로 옹벽(20)을 설치한다.The present invention installs the retaining wall 20 to a predetermined height in order to install an artificial waterfall installed for the purpose of landscaping and the like.
상기 도 3 에 도시된 바와 같이, 인공 폭포의 크기에 맞게 길이방향으로 옹벽(20)이 설치되면, 콘크리트로 건축된 옹벽(20) 상이 앵커 볼트(22) 등과 같은 고정 수단을 설치하여 상기의 고정 수단에 앵글형상의 철구조물(24)을 인공 폭포의 형상에 맞게 기초 골조로 형성한다.As shown in FIG. 3, when the retaining wall 20 is installed in the lengthwise direction in accordance with the size of the artificial waterfall, the retaining wall 20 made of concrete is installed by fixing means such as anchor bolts 22. The angle-shaped steel structure 24 is formed in the means as a basic frame to match the shape of the artificial waterfall.
상기와 같이 철구조물(24)이 형성되면, 상기의 철구조물(24)에 고정되도록 메시형상의 망(32), 중간 보강제(28) 및 GFRC 인조암(26)을 인공 폭포의 형상에 맞게 형성한다.When the steel structure 24 is formed as described above, the mesh-shaped net 32, the intermediate reinforcement 28 and the GFRC artificial rock 26 are formed to fit the shape of the artificial waterfall so as to be fixed to the steel structure 24. do.
상기와 같이 메시형상의 망(32), 중간 보강제(28) 및 GFRC 인조암(26)이 철구조물(24)에 용접 등에 의해 고정되도록 설치되면, 가장 외측에는 자연석과 같은 질감은 갖는 GFRC 인조암(26)의 패널은 철구조물(24)에 일차적으로 고정된다. 즉, 상기 GFRC 인조암(26)의 패널은 조립식으로 제작되어 있는 것으로, 현장에서 인공 폭포의 제작시 GFRC 인조암(26)의 내부측에는 철심(도 4 에 도시) 등이 일체로 고정되도록 형성되어 있기 때문에, 철구조물(24)과 결합시 GFRC 인조암(26)의 철심 부분을 철구조물(24)에 용접으로 고정시키면 된다.When the mesh-shaped net 32, the intermediate reinforcement 28 and the GFRC artificial arm 26 are installed to be fixed to the steel structure 24 by welding or the like as described above, the outermost GFRC artificial rock has a texture like natural stone. The panel of 26 is fixed primarily to the steel structure 24. In other words, the panel of the GFRC artificial rock 26 is manufactured as a prefabricated, the inner core of the GFRC artificial rock 26 is formed so as to be integrally fixed to the inner side of the GFRC artificial rock 26 at the site Therefore, the iron core portion of the GFRC artificial arm 26 may be fixed to the steel structure 24 by welding when combined with the steel structure 24.
상기와 같이 인공 폭포의 기본 골조가 세워지면, GFRC 인조암(26) 및 메시형상의 망(32) 사이에 형성된 중심 보강제(28)는 메시형상의 망(32) 및 GFRC 인조암(26)의 사이에 충진되는 콘크리트의 강성 및 결합성 등을 높여준다.As described above, when the basic framework of the artificial waterfall is erected, the central reinforcement 28 formed between the GFRC artificial arm 26 and the mesh-shaped net 32 is formed of the mesh-shaped net 32 and the GFRC artificial arm 26. It increases the rigidity and bonding of the concrete filled between.
상기 철근 등을 엮어서 만든 중간 보강제(28)를 중심으로 타설되는 콘크리트는중간 보강제(28)를 감싸면서 경화되기 때문에 강성 및 결합성이 높을 뿐만 아니라. 타설되는 콘크리트의 또한, 일정한 두께를 갖고 형성되기 자체적으로 강성이 증가한다.The concrete poured around the intermediate reinforcement 28 made by weaving the reinforcing bars, etc. is hardened while wrapping the intermediate reinforcement 28, as well as high rigidity and bonding. The concrete to be poured also increases its stiffness itself to be formed with a certain thickness.
또한, GFRC 인조암(26)에 용접되어 있는 철구조물(24)과, 메시형상의 망(32)과 GFRC 인조암(26)의 사이에 설치된 중간 보강제(28)를 감쌓아 일체로 경화시키기 때문에 자체 결합성 및 전체 강성이 높아지는 특징이 있다.In addition, since the steel structure 24 welded to the GFRC artificial arm 26 and the intermediate reinforcement 28 provided between the mesh-shaped net 32 and the GFRC artificial arm 26 are wrapped and hardened integrally, It is characterized by higher self-bonding and overall stiffness.
또한, GFRC 인조암(26) 및 메시형상의 망(32)의 사이에 타설되는 콘크리트에 의해 GFRC 인조암(26)을 철구조물(24)에만 고정되어 의존하지 않도록 콘크리트에 의해 GFRC 인조암(26)의 내측표면이 맞닿음되어 같이 경화되기 때문에 고정력이 더욱 증가된다.In addition, the GFRC artificial rock 26 is made of concrete so that the GFRC artificial rock 26 is fixed only to the steel structure 24 by concrete poured between the GFRC artificial rock 26 and the mesh web 32. The fixing force is further increased because the inner surface of the c) is abutted and hardened together.
상기와 같이 설치되는 인공 폭포는 타설되는 콘크리트에 의해 GFRC 인조암(26)의 변형을 미연에 방지할 수 있을 뿐만 아니라, 인공 폭포를 기본 골조로 하고 있는 철구조물(24)의 부식에 의해서도 인공 폭포의 형상에 변형을 가져오지 않는다. 이는 GFRC 인조암(26) 및 메시형상의 망(26), 중간 보강제(28), 철구조물(24)이 복합적으로 설치되어 있는 것을 콘크리트의 타설에 의해 경화되어 건축된다.The artificial waterfall installed as described above can not only prevent deformation of the GFRC artificial rock 26 due to the concrete being poured, but also artificial corrosion due to the corrosion of the steel structure 24 which is based on the artificial waterfall. Does not bring deformation in the shape of the. It is hardened and built by pouring concrete that the GFRC artificial rock 26 and the mesh net 26, the intermediate reinforcement 28, and the steel structure 24 are installed in combination.
상기 인공 폭포상에 타설되어 경화된 콘크리트는, 콘크리트 자체가 일정한 두께를 갖고 세워지도록 형성되기 때문에, 인공 폭포의 상부측에 설치된 상부수조(30)에 담겨져 있는 폭포수(30) 등의 중량에 의해서 발생되는 하중을 견딜 수 있도록 구성된다.The concrete hardened and poured on the artificial waterfall is formed by the weight of the waterfall 30 contained in the upper tank 30 installed on the upper side of the artificial waterfall because the concrete itself is formed to have a predetermined thickness. It is configured to withstand the load.
따라서, 본 발명의 중간 보강제(28), 메시형상의 망(32) 및 GFRC 인조암(26), 콘크리트(33) 자체의 복합적인 결합에 의해 인공 폭포의 형태로 제작된 형상의 변형 등을 방지할 수 있을 뿐만 아니라, 장기간 사용하여도 콘크리트(33)의 표면과 GFRC 인조암(26)의 내측표면이 맞닿음되어 경화되기 때문에 들뜸 현상 또는 이탈현상 등을 방지할 수 있다.Therefore, the composite reinforcement of the intermediate reinforcement 28, the mesh-shaped net 32 and the GFRC artificial rock 26, the concrete 33 itself to prevent deformation of the shape produced in the form of artificial waterfalls, etc. In addition, even when used for a long time, the surface of the concrete 33 and the inner surface of the GFRC artificial arm 26 are hardened by contacting and hardening, and thus, lifting or detachment can be prevented.
따라서, 본 발명의 인공 폭포 시공 방법 및 인공 폭포에 의해, 인공암의 설치시 내부 철 구조물의 부식이나 하중에 의한 붕괴 또는 크랙 등을 방지하여 수명도를 높일 수 있는 효과가 있다.Therefore, the artificial waterfall construction method and the artificial waterfall of the present invention, there is an effect that can increase the service life by preventing the collapse or cracking due to the corrosion or load of the internal steel structure when installing the artificial rock.
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| KR1020000012699A KR100340023B1 (en) | 2000-03-14 | 2000-03-14 | Artificial falls and method of constructing the same |
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| KR100740272B1 (en) * | 2005-11-29 | 2007-07-23 | 주식회사 서울강화 | The construction method and artificial rock structure of iron not form |
| KR100785659B1 (en) * | 2006-11-07 | 2007-12-14 | 김태현 | A method for construction of structure of artificial falls and structure of artificial falls |
| KR101038148B1 (en) * | 2008-11-04 | 2011-05-31 | 이송원 | Construction Method of Artificial Rock and Artificial Rock manufactured by the same method |
| KR100943144B1 (en) * | 2009-07-07 | 2010-02-18 | 장용옥 | Construction method of artificial stone using spray type-concrete and artificial lightweight soil |
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