WO2014081055A1 - Prefabricated gabion wall having a filler attaching plate - Google Patents

Prefabricated gabion wall having a filler attaching plate Download PDF

Info

Publication number
WO2014081055A1
WO2014081055A1 PCT/KR2012/010013 KR2012010013W WO2014081055A1 WO 2014081055 A1 WO2014081055 A1 WO 2014081055A1 KR 2012010013 W KR2012010013 W KR 2012010013W WO 2014081055 A1 WO2014081055 A1 WO 2014081055A1
Authority
WO
WIPO (PCT)
Prior art keywords
filler
mesh
plate
wall
mounting plate
Prior art date
Application number
PCT/KR2012/010013
Other languages
French (fr)
Korean (ko)
Inventor
송치석
Original Assignee
(주)대호철망개비온월판넬
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by (주)대호철망개비온월판넬 filed Critical (주)대호철망개비온월판넬
Publication of WO2014081055A1 publication Critical patent/WO2014081055A1/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
    • E04F13/0841—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements engaging the outer surface of the covering elements, not extending through the covering
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/12—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of metal or with an outer layer of metal or enameled metal
    • E04F13/126—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of metal or with an outer layer of metal or enameled metal with an outer layer of wire mesh, wire grid or the like, e.g. gabions

Definitions

  • the present invention relates to a gabion wall containing the filling material, and more particularly to the assembled gabion wall having a filler mounting plate to prevent the concrete structure from being exposed by installing the gabion wall on the outside of the concrete structure. It is about.
  • a concrete structure such as a retaining wall or a raft block is installed in a river or a slope road through river improvement or civil engineering work.
  • Such a retaining wall refers to a wall structure as a concrete structure that resists earth pressure and prevents soil from falling down. It is an anti-earth pressure structure that maintains stability by using the weight of the wall itself and the frictional force of the floor surface.It is based on the earth pressure acting on the wall, the load on the soil, the support force, the support force of the ground, etc. It is designed to ensure the stability of the whole wall to collapse or slip.
  • a shelter block refers to a structure that is installed on the slope to protect riversides, coasts, and banks as concrete structures and to prevent erosion of shoreline by running water.
  • the concrete structures constituting the retaining wall and the raft block are manufactured using cement.
  • the cement contains toxic components such as radon, ammonia and formaldehyde, and the toxic components flow out through the exposed surface of the concrete structure. This causes environmental pollution and adversely affects the natural ecosystem.
  • gabion methods that is, gabion (also called gabion or gabion) methods have recently been applied as environmentally friendly methods.
  • curtain wall exterior materials such as glass, stone, and metal panels are used as exterior finishing materials
  • exterior finishes are used as coating materials and tiles for economic efficiency. This has been used.
  • the gabion filled with filled stone was used.
  • the conventional gabion is widely used as an exterior wall material such as a concrete wall or retaining wall constructed on a roadside or a riverside or as an exterior finishing material of a general building.
  • the conventional gabion structure as described above is filled with a filling stone of a predetermined size in a lattice-type gabion manufactured using a wire mesh, and the gabion filled with the filling stone is built stepwise or vertically on an inclined surface to form a retaining wall. Done.
  • the retaining wall of a predetermined height by loading a plurality of gabions as described above, it is installed to have a thickness sufficient to withstand the earth pressure.
  • the installation height is high, the earth pressure and the self load generated in the lower part depending on the height Due to the thickness of the Gabion to be installed in the lower portion is also not economical.
  • the building exterior gabion installation structure is a building exterior wall structure for finishing the exterior of the concrete wall, concrete exterior wall;
  • a gabion which is fixed and installed as an exterior finishing material of the concrete outer wall body and includes a mantle made by arranging a plurality of round bars at predetermined intervals and a filling material filled in the mantle;
  • a fixing device for fixing the gabion to the concrete outer wall.
  • the conventional gabion or wire mesh structure as described above has a disadvantage that the lower side of the bulging phenomenon occurs due to the weight of the filling material (stone) accommodated.
  • the thickness of the gabion or the wire mesh should be thick, a lot of filling material to be accommodated, high cost is required.
  • the conventional gabion or wire mesh work has a disadvantage that it is difficult to work in the field due to the heavy weight and a lot of work time.
  • the upper and lower surfaces, the left side, the right side, and the front meshes are meshes having a mesh size of a predetermined size, so that the wire mesh can accommodate the filling stone therein, and the rear portion of the mesh is formed and filled.
  • Filler attaching plate formed by successive alternating mesh and plate so that the stone can be fixed by an adhesive means, L-shaped fixing means having one end fixed to the concrete structure while supporting the wire mesh at its cross section,
  • the filler attaching plate It is composed of a hook means provided on the upper end of the lifting device to facilitate the installation, it is fixed to the outer surface of the concrete structure, such as retaining wall to be installed prefabricated with a filler plate to prevent the concrete structure is exposed as it is The purpose is to provide a gabion wall.
  • Another object of the present invention is to provide a filler plate for attaching the filling stone to the back of the wire mesh to prevent the wire mesh from being struck by the weight of the filling material and to minimize the cost of the filling material to minimize the installation cost To make it work.
  • Still another object of the present invention is to make the wire mesh and the filling plate attached plate containing the filling material in a predetermined size in advance so that the working time can be shortened as much as possible by installing and fixing it according to the size of the retaining wall.
  • the upper and lower surfaces, the left side, the right side, and the front meshes are meshes having a mesh shape of a predetermined size, and a wire mesh having a space portion formed therein to receive a filler therein, and a rear portion of the mesh Filler mounting plate formed by successive alternating mesh and plate portion to secure the filler, L-shaped fixing means that one end is fixed to the retaining wall or concrete structure while supporting the upper and lower surfaces of the wire mesh; It is characterized in that it comprises a ring means which is provided on the upper end of the filler mounting plate to hang it on the lift means.
  • Prefabricated gaebion wall having a filler mounting plate according to the present invention has the advantage that can be effectively fixed to the harmful structure emitted from the exposed surface is exposed to the concrete structure by the fixed installation on the outer surface of the concrete structure, such as retaining wall.
  • the present invention is provided with a filler plate for attaching the filling stone to the back of the wire mesh to prevent the phenomenon of the wire mesh is struck by the weight of the filling stone and the filling material stone due to the solidity of the filler plate
  • the smaller amount also has the advantage of minimizing the installation cost.
  • the present invention by dividing the wire mesh with the filling stone and the filling material mounting plate to a predetermined size in advance to be easily installed and fixed according to the size of the retaining wall, etc., it is possible to shorten the working time as much as possible and economical Significantly improved effect can be obtained.
  • FIG. 1 is a perspective state diagram installed prefabricated gaebion wall having a filler mounting plate according to the present invention
  • Figure 2 is a perspective view of the prefabricated gaebion wall having a filler mounting plate according to the present invention is separated
  • Figure 3 is a partial perspective view of the main portion of the prefabricated Gabion wall having a filler mounting plate according to the present invention
  • Figure 4 is a cross-sectional state diagram for the prefabricated Gabion wall having a filler mounting plate according to the present invention
  • Figure 5 is a schematic cross-sectional view of another embodiment of a prefabricated Gabion wall having a filler mounting plate according to the present invention.
  • the upper and lower surfaces, the left side, the right side, and the front mesh portion are meshes having a predetermined size of mesh (hereinafter, also referred to as wire mesh, wire mash, and net) and are filled with stones for filling therein (S, hereinafter referred to as filling material).
  • the wire mesh 110 is formed with a space to accommodate the),
  • Filler member attachment plate 120 is formed in succession to form a rear portion of the wire mesh 110 and the mesh member 121 and the plate portion 122 in succession to be fixed by attaching the filler (S) by an adhesive means,
  • L-shaped fixing means 130 having one end fixed to the retaining wall or the concrete structure P while supporting the upper and lower surfaces of the wire mesh 110, and
  • ring means 140 is provided on the upper end of the filler mounting plate 120 to facilitate the installation.
  • the wire mesh 110 is configured to be composed of a mesh of the horizontal and vertical mesh using a rod (rod) such as a round bar or a thick wire (wire), the front mesh portion is a plurality of horizontal rods 111 And formed in a lattice shape through the longitudinal rods 112, the upper surface is formed by bending a portion of the upper end of the plurality of longitudinal rods 112, the lower surface is a plurality of the longitudinal rods 112 A portion of the lower end of the bend is formed.
  • the left side and the right side have a structure in which both left and right ends of the horizontal rod 111 are bent, respectively.
  • the wire mesh 110 is formed to be divided into a predetermined size.
  • the mesh part 121 forming the filler mounting plate 120 is also configured in a mesh shape using a horizontal rod 121a and a vertical rod 121b, and the plate part 122 is a filler (S). ) It is composed of steel plate or concrete body to enlarge the adhesive surface of the panel and improve its adhesive performance.
  • the filling material mounting plate 120 can be firmly fixed to the filling material (S) by using an adhesive means 122b such as a stone adhesive.
  • the filler (S) is attached to the filler mounting plate 120 by fixing the adhesive means 122b to form a series of rigid structures, thereby reducing the thickness of the wire mesh 110 Can also minimize the amount of filler (S).
  • the wire mesh 110 is covered with the filler in the state in which the filler (S) is caught and fixed to the filler mounting plate 120, the filler (S) is struck down and due to the load, the wire mesh (110) The bulging phenomenon can be prevented.
  • the fixing means 130 is L-shaped to be fixed to the concrete structure using the anchor 150 to the bent portion of the end.
  • the fixing means 130 sets the number of installations appropriately in consideration of the height and width of the wire mesh 110 in the concrete structure.
  • the ring means 140 provided on the upper end of the filler mounting plate 120 is connected to the upper end of the plate portion 122 so that it can be easily installed on the outer wall of the concrete structure by lifting it on the lift means It is preferable.
  • the plate portion 122 is provided with a bending plate 122a formed by bending in the direction of the front mesh portion at the lower end thereof in an L shape to reinforce the supporting force of the filler.
  • the adhesive member for stone is adhered to the mesh part 121 and the plate part 122 of the filler mounting plate 120 to firmly install the filler S on its adhesive surface.
  • the upper and lower surfaces, the left and right surfaces of the wire mesh 110 are connected and fixed to each corner of the filler mounting plate 120 by welding or the like.
  • the body member 110 is accommodated and installed therein through the wire mesh 110 and the filler mounting plate 120.
  • various sizes and sizes are divided in advance and manufactured. Therefore, the wire mesh 110 can be easily assembled and installed anytime, anywhere on the concrete outer wall.
  • the fixing means 130 is installed on the outer wall of the concrete structure to which the filler mounting plate 120 provided with the wire mesh 110 is installed using the anchor 150.
  • the filler mounting plate 120 with the wire mesh 110 is inserted between the fixing means 130 is installed. At this time, if the lifting by using the ring means 140, the installation becomes more convenient.
  • the fixing means 130 and the wire mesh 110 is fixed to the support portion to be firmly bonded using an adhesive means such as epoxy.
  • prefabricated Gabion wall 100 having a filler mounting plate according to the present invention as shown in Figure 5, so as to further strengthen the support of the wire mesh 110 at the end of the fixing means 130 Rotating support means 160 is provided.
  • the rotation support means 160 that is rotatable on the end surface of the fixing means 130 is installed, the wire mesh 110 is installed between the fixing means 130, and then the rotation When the support means 160 is rotated and fixed, it is possible to reliably prevent the wire mesh 110 installed adjacently from escaping and leaving.
  • the plate portion 122 provided in the filler mounting plate 120 may be further fixed to the support fixing pin 123 to support the filler.
  • the support fixing pin 123 is preferably through the plate portion 122 so that the end thereof can be connected to the front mesh portion of the wire mesh 110.
  • Prefabricated Gabion wall having a filler mounting plate according to the present invention as described above the upper surface and the lower surface, the left side, the right side and the front mesh portion is a mesh having a mesh size of a predetermined size to accommodate the filling stone therein Wire mesh to form a back, and the rear portion of the mesh and the filling member attachment plate formed alternately with a mesh and a plate so that the fixing stone can be fixed by sticking the filling stone with an adhesive means, one end of the concrete while supporting the wire mesh in its cross section L-shaped fixing means to be fixed to the structure, consisting of a ring means provided on the upper end of the filler mounting plate to facilitate the installation, it can be used by easily fixed installation on the outer surface of the retaining wall or concrete structure Will be.
  • mesh part 122 plate part 121a: horizontal rod 121b: vertical rod

Abstract

The present invention relates to a gabion wall filled with fillers and, more specifically , to a prefabricated gabion wall having a filler attaching plate, which is provided on the outside of a concrete structure so as to prevent the concrete structure from being exposed.

Description

채움재부착판을 갖는 조립식 개비온벽체Prefabricated Gabion Wall with Filler Plate
본 발명은 채움재를 넣는 개비온(gabion)벽체에 관한 것으로, 더욱 상세하게는 콘크리트 구조물의 외부에 개비온벽체를 설치하여 콘크리트 구조물이 그대로 노출되는 것을 방지할 수 있도록 하는 채움재부착판을 갖는 조립식 개비온벽체에 관한 것이다.The present invention relates to a gabion wall containing the filling material, and more particularly to the assembled gabion wall having a filler mounting plate to prevent the concrete structure from being exposed by installing the gabion wall on the outside of the concrete structure. It is about.
일반적으로 하천이나 경사도로 등에는 하천개량이나 토목공사 등을 통해 옹벽이나 호안블럭과 같은 콘크리트 구조물이 설치된다.Generally, a concrete structure such as a retaining wall or a raft block is installed in a river or a slope road through river improvement or civil engineering work.
이와 같은 옹벽(Retaining Wall)은, 콘크리트 구조물로서 토압에 저항하여 흙이 무너지지 않도록 예방하는 벽체 구조물을 가리킨다. 이는 벽 자체의 무게와 바닥면의 마찰력 등을 이용하여 안정을 유지하는 항토압 구조물이며, 벽에 작용하는 토압과 그 흙 위에 실린 하중, 지지력, 지반의 지지력 등을 조건으로 하여 구조부재의 안전성과 벽 전체가 쓰러지거나 미끄러지는 것에 대한 안정성이 확보되도록 설계된다.Such a retaining wall refers to a wall structure as a concrete structure that resists earth pressure and prevents soil from falling down. It is an anti-earth pressure structure that maintains stability by using the weight of the wall itself and the frictional force of the floor surface.It is based on the earth pressure acting on the wall, the load on the soil, the support force, the support force of the ground, etc. It is designed to ensure the stability of the whole wall to collapse or slip.
또한 호안블럭은, 콘크리트 구조물로서 하안(河岸)·해안(海岸)·둑을 보호해서 유수에 의한 물가선의 침식을 방지하기 위하여 그 비탈면에 시설하는 구조물을 가리킨다.In addition, a shelter block refers to a structure that is installed on the slope to protect riversides, coasts, and banks as concrete structures and to prevent erosion of shoreline by running water.
상기 옹벽 및 호안블럭 등을 구성하는 콘크리트 구조물은 시멘트를 이용하여 제작하게 되는데, 이러한 시멘트에는 라돈, 암모니아, 포름알데히드 등의 독성 성분이 함유되어있어 콘크리트 구조물의 노출면을 통해 상기의 독성 성분들이 유출되며, 이로 인해 환경오염을 유발시키고 자연생태계에 악영향을 미치게 된다.The concrete structures constituting the retaining wall and the raft block are manufactured using cement. The cement contains toxic components such as radon, ammonia and formaldehyde, and the toxic components flow out through the exposed surface of the concrete structure. This causes environmental pollution and adversely affects the natural ecosystem.
따라서, 도로변 또는 하천변에 콘크리트 구조물을 축조함에 있어서, 최근에는 친환경적인 공법으로 돌망태 공법 즉, 개비온(Gabion, 돌망태 또는 철망태라고도 함) 공법이 많이 적용되고 있다.Therefore, in constructing concrete structures on roadsides or riversides, gabion methods, that is, gabion (also called gabion or gabion) methods have recently been applied as environmentally friendly methods.
또한, 고층빌딩이 주를 이루는 현대 건축물에서는 외장마감재로 하이테크의 상징을 위한 유리, 석재, 금속패널 등의 커튼월 외장재가 사용되고 있고, 저층빌딩 및 주거건축물에서는 외장 마감재로 경제성을 위한 도장재 및 타일 등이 사용되어 왔다. In addition, in modern buildings, where high-rise buildings are mainly used, curtain wall exterior materials such as glass, stone, and metal panels are used as exterior finishing materials, and in low-rise buildings and residential buildings, exterior finishes are used as coating materials and tiles for economic efficiency. This has been used.
그러나 이러한 외장 마감재들만으로는 다양한 건축물의 설계목적을 만족시키지 못하였으며, 특히 기능적인 공간보다는 예술적인 공간에 해당하는 미술관, 공연장 등에는 공간특성을 살리지 못하였다. However, these exterior finishes alone did not satisfy the design purpose of various buildings, and in particular, they did not make use of the spatial characteristics of art galleries and performance halls, which are artistic spaces rather than functional spaces.
따라서 종래의 건축물 외장 마감재로 하여 채움석재가 채워진 돌망태를 채택하여 활용하게 되었다. Therefore, as a conventional building exterior finishing material, the gabion filled with filled stone was used.
이와 같이 종래의 돌망태는 도로변 또는 하천변에 축조된 콘크리트 벽체 또는 옹벽 등의 외벽체나 일반 건축물의 외장 마감재 등으로 설치하여 널리 사용되고 있다.As described above, the conventional gabion is widely used as an exterior wall material such as a concrete wall or retaining wall constructed on a roadside or a riverside or as an exterior finishing material of a general building.
상기와 같은 종래의 돌망태 구조는 철망을 이용하여 제작한 격자형 개비온(gabion)에 소정 크기의 채움용 석재를 채우고, 이러한 채움용 석재가 채워진 상기 개비온을 경사면에 계단식 또는 수직하게 축조하여 옹벽을 형성하게 된다.The conventional gabion structure as described above is filled with a filling stone of a predetermined size in a lattice-type gabion manufactured using a wire mesh, and the gabion filled with the filling stone is built stepwise or vertically on an inclined surface to form a retaining wall. Done.
그런데, 이와 같이 다수개의 개비온을 적재하여 소정 높이의 옹벽을 축조하는 경우 토압을 견딜 수 있을 정도의 두께를 갖도록 설치하게 되는데, 설치 높이가 높은 경우, 높이에 따라 하부에 발생되는 토압 및 자체하중으로 인해 하부에 설치되는 개비온의 두께도 두꺼워져야만 하므로 경제적이지 못하다.However, in the case of constructing the retaining wall of a predetermined height by loading a plurality of gabions as described above, it is installed to have a thickness sufficient to withstand the earth pressure. When the installation height is high, the earth pressure and the self load generated in the lower part depending on the height Due to the thickness of the Gabion to be installed in the lower portion is also not economical.
또한 종래의 건축물 외장 마감재로 쓰이는 돌망태 구조는 등록특허 제10-0656092호의 '건축물 외장용 돌망태 설치 구조'가 개시되어 있다.In addition, the gabion structure used as a conventional building exterior finishing material is disclosed in the 'building structure gabion installation structure' of Patent No. 10-0656092.
종래의 상기 '건축물 외장용 돌망태 설치 구조'를 구체적으로 살펴보면 다음과 같다.Looking at the conventional 'building exterior gabion installation structure' in detail as follows.
건축물 외장용 돌망태 설치구조는 콘크리트 벽체의 외장마감을 위한 건축물 외벽구조에서, 콘크리트 외벽체; 상기 콘크리트 외벽체의 외장마감재로 고정·설치되는 것으로, 다수개의 환봉을 소정의 간격으로 배열하여 제작된 망태기와 상기 망태기 내에 채워지는 채움재를 포함하여 형성되는 돌망태; 및, 상기 돌망태를 콘크리트 외벽체에 고정시키는 고정장치;를 포함하여 구성된다.The building exterior gabion installation structure is a building exterior wall structure for finishing the exterior of the concrete wall, concrete exterior wall; A gabion which is fixed and installed as an exterior finishing material of the concrete outer wall body and includes a mantle made by arranging a plurality of round bars at predetermined intervals and a filling material filled in the mantle; And a fixing device for fixing the gabion to the concrete outer wall.
상기와 같은 종래의 건축물 외장용 돌망태 설치구조에 따르면, 통상 건축물 외장재로 채택하기 곤란한 망태기 내에 쇄석이 채워진 돌망태를 새롭게 외장재료로 선택하여 콘크리트 외벽체에 안정적으로 고정·설치할 수 있게 된다. 이로써 건축물 설계자의 설계의도가 반영되고 건축물의 요구특성이 투영된 건축물의 외관을 구성할 수 있게 된다.According to the conventional building exterior gabion installation structure as described above, it is possible to stably fix and install on the concrete exterior wall by newly selecting the gabion filled with crushed stone in the manege machine, which is difficult to adopt as a building exterior material. As a result, the design intention of the building designer is reflected, and the exterior of the building reflecting the required characteristics of the building can be configured.
그러나 상기와 같은 종래의 돌망태 또는 철망태 구조는 수납되는 채움재(돌)의 무게에 의해 그 하부측이 불룩하게 처지는 현상이 발생되는 단점이 있다.However, the conventional gabion or wire mesh structure as described above has a disadvantage that the lower side of the bulging phenomenon occurs due to the weight of the filling material (stone) accommodated.
또한, 돌망태 또는 철망태의 두께가 두껍게 되어야 하기 때문에 수납되는 채움재가 많이 들어 고비용이 요구된다.In addition, since the thickness of the gabion or the wire mesh should be thick, a lot of filling material to be accommodated, high cost is required.
또한, 종래의 돌망태 또는 철망태 작업은 그 무게가 무겁고 작업시간이 많이 들기 때문에 여건상 현장에서 작업하기가 어렵다고 하는 단점이 있다.In addition, the conventional gabion or wire mesh work has a disadvantage that it is difficult to work in the field due to the heavy weight and a lot of work time.
이에 본 발명은 상기와 같은 문제를 해결하기 위해 안출된 것으로,Accordingly, the present invention has been made to solve the above problems,
상부면과 하부면,좌측면,우측면 및 전면망체부가 소정크기의 망목형상을 갖는 망체로 되어 그 내부에 채움용 석재를 수용할 수 있도록 하는 철망태와, 상기 철망태의 후면부를 형성하고 채움용 석재를 접착수단으로 붙혀 고정할 수 있도록 망목과 플레이트가 연이어 교대로 형성된 채움재부착판, 상기 철망태를 그 단면에서 지지하면서 일단부가 콘크리트 구조물에 고정 설치되는 L자 형상의 고정수단, 상기 채움재부착판의 상단부에 구비되어 이를 들어 올려 설치가 용이하도록 하는 고리수단으로 구성되어, 이를 옹벽 등과 같은 콘크리트 구조물의 외측면에 고정 설치하여 콘크리트 구조물이 그대로 노출되는 것을 방지할 수 있도록 하는 채움재부착판을 갖는 조립식 개비온벽체를 제공하는데 그 목적이 있다.The upper and lower surfaces, the left side, the right side, and the front meshes are meshes having a mesh size of a predetermined size, so that the wire mesh can accommodate the filling stone therein, and the rear portion of the mesh is formed and filled. Filler attaching plate formed by successive alternating mesh and plate so that the stone can be fixed by an adhesive means, L-shaped fixing means having one end fixed to the concrete structure while supporting the wire mesh at its cross section, The filler attaching plate It is composed of a hook means provided on the upper end of the lifting device to facilitate the installation, it is fixed to the outer surface of the concrete structure, such as retaining wall to be installed prefabricated with a filler plate to prevent the concrete structure is exposed as it is The purpose is to provide a gabion wall.
본 발명의 다른 목적은 철망태의 후면부에 채움용 석재를 부착할 수 있는 채움재부착판을 구비하여 상기 철망태가 채움재의 무게로 인하여 쳐지는 현상을 방지하고 채움재의 소요량을 적게 하여 설치비용을 최소화 할 수 있도록 하는데 있다.Another object of the present invention is to provide a filler plate for attaching the filling stone to the back of the wire mesh to prevent the wire mesh from being struck by the weight of the filling material and to minimize the cost of the filling material to minimize the installation cost To make it work.
본 발명의 또 다른 목적은 채움재가 수용된 철망태와 채움재부착판을 사전에 소정크기로 분할 제작하여 옹벽 등에 크기에 따라 조립식으로 설치 고정할 수 있도록 함으로써 작업시간을 최대한 단축시킬 수 있도록 하는데 있다.Still another object of the present invention is to make the wire mesh and the filling plate attached plate containing the filling material in a predetermined size in advance so that the working time can be shortened as much as possible by installing and fixing it according to the size of the retaining wall.
상기 목적을 달성하기 위한 본 발명은 콘크리트 구조물의 외부에 설치하여 콘크리트 구조물이 그대로 노출되는 것을 방지할 수 있도록 하는 채움재부착판을 갖는 조립식 개비온벽체에 있어서,In the present invention for achieving the above object in the prefabricated gaebion wall having a filler mounting plate to be installed on the outside of the concrete structure to prevent the concrete structure is exposed as it is,
상부면과 하부면, 좌측면, 우측면 및 전면망체부가 소정크기의 망목형상을 갖는 망체로 되어 그 내부에 채움재를 수용할 수 있도록 공간부가 형성되는 철망태와, 상기 철망태의 후면부를 형성하고 상기 채움재를 고정할 수 있도록 망목부와 플레이트부가 연이어 교대로 형성된 채움재부착판과, 상기 철망태의 상부면과 하부면을 지지하면서 일단부가 옹벽 또는 콘크리트 구조물에 고정 설치되는 L자 형상의 고정수단, 및 상기 채움재부착판의 상단부에 구비되어 이를 리프트수단에 걸어 올릴 수 있도록 하는 고리수단을 포함하여 구성된 것을 특징으로 한다.The upper and lower surfaces, the left side, the right side, and the front meshes are meshes having a mesh shape of a predetermined size, and a wire mesh having a space portion formed therein to receive a filler therein, and a rear portion of the mesh Filler mounting plate formed by successive alternating mesh and plate portion to secure the filler, L-shaped fixing means that one end is fixed to the retaining wall or concrete structure while supporting the upper and lower surfaces of the wire mesh; It is characterized in that it comprises a ring means which is provided on the upper end of the filler mounting plate to hang it on the lift means.
본 발명에 따른 채움재부착판을 갖는 조립식 개비온벽체는 옹벽 등과 같은 콘크리트 구조물의 외측면에 고정 설치하여 콘크리트 구조물이 그대로 노출되어 그 노출면으로부터 방출되는 유해성분을 효율적으로 차단할 수 있는 장점이 있다.Prefabricated gaebion wall having a filler mounting plate according to the present invention has the advantage that can be effectively fixed to the harmful structure emitted from the exposed surface is exposed to the concrete structure by the fixed installation on the outer surface of the concrete structure, such as retaining wall.
또한, 본 발명은 철망태의 후면부에 채움용 석재를 부착할 수 있는 채움재부착판을 구비하여 상기 철망태가 채움용 석재의 무게로 인하여 쳐지는 현상을 방지하고 채움재부착판의 견고함으로 인해 채움용 석재의 양이 적게 소요됨으로써 설치비용을 최소화 할 수 있는 장점도 있다.In addition, the present invention is provided with a filler plate for attaching the filling stone to the back of the wire mesh to prevent the phenomenon of the wire mesh is struck by the weight of the filling stone and the filling material stone due to the solidity of the filler plate The smaller amount also has the advantage of minimizing the installation cost.
또한, 본 발명은 채움용 석재가 수용된 철망태와 채움재부착판을 사전에 소정크기로 분할 제작하여 옹벽 등에 크기에 따라 조립식으로 용이하게 설치 고정할 수 있도록 함으로써 작업시간을 최대한 단축시킬 수 있어 경제성이 획기적으로 향상되는 효과를 얻을 수 있다.In addition, the present invention by dividing the wire mesh with the filling stone and the filling material mounting plate to a predetermined size in advance to be easily installed and fixed according to the size of the retaining wall, etc., it is possible to shorten the working time as much as possible and economical Significantly improved effect can be obtained.
도 1은 본 발명에 따른 채움재부착판을 갖는 조립식 개비온벽체가 설치된 사시상태도이고,1 is a perspective state diagram installed prefabricated gaebion wall having a filler mounting plate according to the present invention,
도 2는 본 발명에 따른 채움재부착판을 갖는 조립식 개비온벽체가 분리된 사시상태도이고,Figure 2 is a perspective view of the prefabricated gaebion wall having a filler mounting plate according to the present invention is separated,
도 3은 본 발명에 따른 채움재부착판을 갖는 조립식 개비온벽체의 요부에 대한 부분사시상태도이고,Figure 3 is a partial perspective view of the main portion of the prefabricated Gabion wall having a filler mounting plate according to the present invention,
도 4는 본 발명에 따른 채움재부착판을 갖는 조립식 개비온벽체에 대한 단면상태도이고,Figure 4 is a cross-sectional state diagram for the prefabricated Gabion wall having a filler mounting plate according to the present invention,
도 5는 본 발명에 따른 채움재부착판을 갖는 조립식 개비온벽체에 대한 다른 실시예의 개략적인 단면상태도이다.Figure 5 is a schematic cross-sectional view of another embodiment of a prefabricated Gabion wall having a filler mounting plate according to the present invention.
이하, 본 발명의 바람직한 실시 예를 첨부한 도면을 참조하여 당해 분야에서 통상의 지식을 가진 자가 용이하게 실시할 수 있도록 설명한다.Hereinafter, with reference to the accompanying drawings, preferred embodiments of the present invention will be described to be easily carried out by those of ordinary skill in the art.
본 발명에 따른 채움재부착판을 갖는 조립식 개비온벽체(100)는 도 1 내지 도 4에 도시되어 있는 바와 같이,Prefabricated Gabion wall 100 having a filler mounting plate according to the invention is shown in Figures 1 to 4,
상부면과 하부면, 좌측면, 우측면 및 전면망체부가 소정크기의 망목(이하 와이어메쉬, wire mash, 그물이라고도 함)형상을 갖는 망체로 되어 그 내부에 채움용 석재(S, 이하 채움재라 함)를 수용할 수 있도록 하는 공간부가 형성되는 철망태(110)와, The upper and lower surfaces, the left side, the right side, and the front mesh portion are meshes having a predetermined size of mesh (hereinafter, also referred to as wire mesh, wire mash, and net) and are filled with stones for filling therein (S, hereinafter referred to as filling material). And the wire mesh 110 is formed with a space to accommodate the),
상기 철망태(110)의 후면부를 형성하고 상기 채움재(S)를 접착수단으로 붙혀 고정할 수 있도록 망목부(121)와 플레이트부(122)가 연이어 교대로 형성된 채움재부착판(120)과, Filler member attachment plate 120 is formed in succession to form a rear portion of the wire mesh 110 and the mesh member 121 and the plate portion 122 in succession to be fixed by attaching the filler (S) by an adhesive means,
상기 철망태(110)의 상부면과 하부면을 지지하면서 일단부가 옹벽 또는 콘크리트 구조물(P)에 고정 설치되는 L자 형상의 고정수단(130), 및L-shaped fixing means 130 having one end fixed to the retaining wall or the concrete structure P while supporting the upper and lower surfaces of the wire mesh 110, and
상기 채움재부착판(120)의 상단부에 구비되어 이를 들어 올려 설치가 용이하도록 하는 고리수단(140)을 포함하여 구성되어 이루어진다.It is configured to include a ring means 140 is provided on the upper end of the filler mounting plate 120 to facilitate the installation.
여기서, 상기 철망태(110)는 환봉이나 굵은 철사(wire)와 같은 로드(rod)를 이용하여 가로와 세로로 메쉬형상의 망체로 구성되도록 하는바, 상기 전면망체부는 다수개의 가로로드(111)와 세로로드(112)를 통해 격자 형상으로 설치되어 형성되고, 상기 상부면은 다수개의 상기 세로로드(112)의 상단부 일부가 절곡되어 형성되며, 상기 하부면은 다수개의 상기 세로로드(112)의 하단부 일부가 절곡되어 형성된다. 또한, 상기 좌측면과 우측면은 상기 가로로드(111)의 좌우측 양단부 일부가 절곡되어 각각 형성되는 구조로 되어 있다. 또한 상기 철망태(110)는 소정 크기로 분할되어 형성되게 된다.Here, the wire mesh 110 is configured to be composed of a mesh of the horizontal and vertical mesh using a rod (rod) such as a round bar or a thick wire (wire), the front mesh portion is a plurality of horizontal rods 111 And formed in a lattice shape through the longitudinal rods 112, the upper surface is formed by bending a portion of the upper end of the plurality of longitudinal rods 112, the lower surface is a plurality of the longitudinal rods 112 A portion of the lower end of the bend is formed. In addition, the left side and the right side have a structure in which both left and right ends of the horizontal rod 111 are bent, respectively. In addition, the wire mesh 110 is formed to be divided into a predetermined size.
그리고, 상기 채움재부착판(120)을 형성하는 상기 망목부(121)도 가로로드(121a)와 세로로드(121b)를 이용하여 메쉬 형상으로 구성되어 있으며, 상기 플레이트부(122)는 채움재(S)의 접착면을 크게 하여 그 접착 성능을 향상시킬 수 있도록 철판이나 콘크리트체로 구성되어 있다.In addition, the mesh part 121 forming the filler mounting plate 120 is also configured in a mesh shape using a horizontal rod 121a and a vertical rod 121b, and the plate part 122 is a filler (S). ) It is composed of steel plate or concrete body to enlarge the adhesive surface of the panel and improve its adhesive performance.
따라서, 상기 채움재부착판(120)에는 석재용 접착제와 같은 접착수단(122b)을 이용하여 채움재(S)를 견고하게 접착 고정시킬 수 있게 된다.Therefore, the filling material mounting plate 120 can be firmly fixed to the filling material (S) by using an adhesive means 122b such as a stone adhesive.
이러한 구성, 즉 상기 채움재부착판(120)에 채움재(S)를 상기 접착수단(122b)으로 접착시켜 고정함으로써 일련의 견고한 구성체를 이루게 되는바, 이로 인해 상기 철망태(110)의 두께가 얇아질 수 있고 또 채움재(S)의 소요량을 최소화 할 수 있게 된다.In this configuration, that is, the filler (S) is attached to the filler mounting plate 120 by fixing the adhesive means 122b to form a series of rigid structures, thereby reducing the thickness of the wire mesh 110 Can also minimize the amount of filler (S).
또한, 상기 채움재부착판(120)에 채움재(S)를 잡착시켜 고정한 상태에서 상기 철망태(110)가 씌워져 구성되기 때문에 채움재(S)가 하부로 쳐지면서 그 하중으로 인하여 상기 철망태(110)가 불룩하게 되는 현상을 방지할 수 있게 된다.In addition, since the wire mesh 110 is covered with the filler in the state in which the filler (S) is caught and fixed to the filler mounting plate 120, the filler (S) is struck down and due to the load, the wire mesh (110) The bulging phenomenon can be prevented.
그리고, 상기 고정수단(130)은 L자 형상으로 되어 그 단부의 절곡부에 앵카(150)를 이용하여 콘크리트 구조물에 고정 시키게 된다.Then, the fixing means 130 is L-shaped to be fixed to the concrete structure using the anchor 150 to the bent portion of the end.
여기서, 상기 고정수단(130)은 콘크리트 구조물에 철망태(110)의 높이와 폭을 감안하여 그 설치 개수를 적당하게 설정한다.Here, the fixing means 130 sets the number of installations appropriately in consideration of the height and width of the wire mesh 110 in the concrete structure.
그리고, 상기 채움재부착판(120)의 상단부에 구비되는 상기 고리수단(140)은 리프트 수단에 걸어 이를 들어 올려 콘크리트 구조물의 외벽체에 용이하게 설치할 수 있도록 상기 플레이트부(122)의 상단부에 연결 구성되는 것이 바람직하다.In addition, the ring means 140 provided on the upper end of the filler mounting plate 120 is connected to the upper end of the plate portion 122 so that it can be easily installed on the outer wall of the concrete structure by lifting it on the lift means It is preferable.
또한 상기 플레이트부(122)는 그 하단부에 상기 전면망체부 방향으로 절곡되어 형성된 절곡판(122a)이 L자 형상으로 구비되어 채움재의 지지력을 보강할 수 있도록 되어 있다.In addition, the plate portion 122 is provided with a bending plate 122a formed by bending in the direction of the front mesh portion at the lower end thereof in an L shape to reinforce the supporting force of the filler.
상기와 같이 구성된 본 발명의 채움재부착판을 갖는 조립식 개비온벽체(100)는 도 1내지 도4에 도시되어 있는바와 같이,Prefabricated Gabion wall 100 having a filler mounting plate of the present invention configured as described above is shown in Figure 1 to Figure 4,
상기 채움재부착판(120)의 상기 망목부(121)와 상기 플레이트부(122)에 석재용 접착수단을 접착하여 채움재(S)를 그 접착면에 견고하게 접착 설치한다.The adhesive member for stone is adhered to the mesh part 121 and the plate part 122 of the filler mounting plate 120 to firmly install the filler S on its adhesive surface.
이어, 상기 철망태(110)의 상부면과 하부면, 좌측면 및 우측면을 각각 상기 채움재부착판(120)의 모서리부에 용접 등을 통해 연결 고정한다.Subsequently, the upper and lower surfaces, the left and right surfaces of the wire mesh 110 are connected and fixed to each corner of the filler mounting plate 120 by welding or the like.
상기와 같이, 상기 철망태(110)와 상기 채움재부착판(120)을 통해 그 내부에 상기 체움재가 수납 설치되게 된다. 이러한 구성을 통해 다양한 사이즈와 크기를 사전에 분할하여 제작한다. 따라서 콘크리트 외벽체에 상기 철망태(110)를 언제 어디서나 간단하게 조립하여 설치할 수 있게 된다.As described above, the body member 110 is accommodated and installed therein through the wire mesh 110 and the filler mounting plate 120. Through this configuration, various sizes and sizes are divided in advance and manufactured. Therefore, the wire mesh 110 can be easily assembled and installed anytime, anywhere on the concrete outer wall.
그리고, 상기 철망태(110)가 구비된 상기 채움재부착판(120)을 설치하고자 하는 콘크리트 구조물 외벽체에 상기 고정수단(130)을 상기 앵카(150)를 이용하여 설치한다.In addition, the fixing means 130 is installed on the outer wall of the concrete structure to which the filler mounting plate 120 provided with the wire mesh 110 is installed using the anchor 150.
그리고, 상기 철망태(110)가 구비된 상기 채움재부착판(120)을 상기 고정수단(130) 사이에 삽입 설치하게 된다. 이때 상기 고리수단(140)을 이용하여 들어올리게 되면 그 설치가 더욱 간편하게 된다.Then, the filler mounting plate 120 with the wire mesh 110 is inserted between the fixing means 130 is installed. At this time, if the lifting by using the ring means 140, the installation becomes more convenient.
이때 상기 고정수단(130)과 상기 철망태(110)가 접촉되는 지지부에는 에폭시 등과 같은 접착수단을 이용하여 견고하게 접착될 수 있도록 고정시키게 된다.At this time, the fixing means 130 and the wire mesh 110 is fixed to the support portion to be firmly bonded using an adhesive means such as epoxy.
이와 같이 하여, 사전에 제작된 상기 철망태(110)를 고정수단(130) 사이에 간단하게 설치 구성함으로써 시공시간이 획기적으로 단축될 수 있다.In this way, by simply installing the wire mesh 110 prepared in advance between the fixing means 130, the construction time can be significantly shortened.
또한, 본 발명에 따른 채움재부착판을 갖는 조립식 개비온벽체(100)는 도 5에 도시되어 있는 바와 같이, 상기 고정수단(130)의 단부에 상기 철망태(110)의 지지를 더욱 강화시킬 수 있도록 하는 회동지지수단(160)이 설치 구비되어 있다.In addition, the prefabricated Gabion wall 100 having a filler mounting plate according to the present invention, as shown in Figure 5, so as to further strengthen the support of the wire mesh 110 at the end of the fixing means 130 Rotating support means 160 is provided.
즉, 상기 고정수단(130)의 단부면에는 회전이 가능하도록 된 상기 회동지지수단(160)이 설치되어 있는바, 상기 철망태(110)를 고정수단(130) 사이에 설치 한 후, 상기 회동지지수단(160)을 회전하여 고정시키게 되면 이웃하여 설치된 상기 철망태(110)가 빠져나가 이탈되는 것을 확실하게 방지할 수가 있게 된다.That is, the rotation support means 160 that is rotatable on the end surface of the fixing means 130 is installed, the wire mesh 110 is installed between the fixing means 130, and then the rotation When the support means 160 is rotated and fixed, it is possible to reliably prevent the wire mesh 110 installed adjacently from escaping and leaving.
또한, 상기 채움재부착판(120)에 구비된 상기 플레이트부(122)에는 상기 채움재를 지지할 수 있도록 하는 지지고정핀(123)을 더 설치 고정시킬 수도 있다.In addition, the plate portion 122 provided in the filler mounting plate 120 may be further fixed to the support fixing pin 123 to support the filler.
여기서, 상기 지지고정핀(123)은 상기 플레이트부(122)를 관통하여 상기 철망태(110)의 전면망체부에 그 단부가 연결 지지될 수 있도록 하는 것이 바람직하다.Here, the support fixing pin 123 is preferably through the plate portion 122 so that the end thereof can be connected to the front mesh portion of the wire mesh 110.
이는, 상기 플레이트부(122)에 접착된 채움재를 더욱 견고하게 지지할 수 있어 상기 철망태(110)가 쳐지는 것을 추가적으로 막아줄 수가 있게 되고, 동시에 상기 철망태(110)과 상기 채움재부착판(120)의 연결 상태를 더욱 강화시킬 수도 있게 된다.This can support the filling material adhered to the plate part 122 more firmly, thereby further preventing the wire mesh 110 from being struck, and at the same time, the wire mesh 110 and the filling material attaching plate ( It is also possible to further strengthen the connection state of the 120.
이상과 같이 본 발명에 따른 채움재부착판을 갖는 조립식 개비온벽체는상부면과 하부면, 좌측면, 우측면 및 전면망체부가 소정크기의 망목형상을 갖는 망체로 되어 그 내부에 채움용 석재를 수용할 수 있도록 하는 철망태와, 상기 철망태의 후면부를 형성하고 채움용 석재를 접착수단으로 붙혀 고정할 수 있도록 망목과 플레이트가 연이어 교대로 형성된 채움재부착판, 상기 철망태를 그 단면에서 지지하면서 일단부가 콘크리트 구조물에 고정 설치되는 L자 형상의 고정수단, 상기 채움재부착판의 상단부에 구비되어 이를 들어 올려 설치가 용이하도록 하는 고리수단으로 구성되어, 옹벽이나 콘크리트 구조물의 외측면에 용이하게 고정 설치하여 사용될 수 있게 된다.Prefabricated Gabion wall having a filler mounting plate according to the present invention as described above the upper surface and the lower surface, the left side, the right side and the front mesh portion is a mesh having a mesh size of a predetermined size to accommodate the filling stone therein Wire mesh to form a back, and the rear portion of the mesh and the filling member attachment plate formed alternately with a mesh and a plate so that the fixing stone can be fixed by sticking the filling stone with an adhesive means, one end of the concrete while supporting the wire mesh in its cross section L-shaped fixing means to be fixed to the structure, consisting of a ring means provided on the upper end of the filler mounting plate to facilitate the installation, it can be used by easily fixed installation on the outer surface of the retaining wall or concrete structure Will be.
[부호의 설명][Description of the code]
100:채움재부착판을 갖는 조립식 개비온벽체100: prefabricated gaebion wall having a filler plate
110:철망태 111:가로로드 112:세로로드110: wire mesh 111: horizontal road 112: vertical road
120:채움재부착판120: filling reattachment board
121:망목부 122:플레이트부 121a:가로로드 121b:세로로드  121: mesh part 122: plate part 121a: horizontal rod 121b: vertical rod
123:지지고정핀   123: ground fixing pin
130:고정수단 130: fixing means
140:고리수단140: ring means
150:앵카150: anchor
160:회동지지수단160: rotation support means

Claims (8)

  1. 콘크리트 구조물의 외부에 설치하여 콘크리트 구조물이 그대로 노출되는 것을 방지할 수 있도록 하는 채움재부착판을 갖는 조립식 개비온벽체에 있어서,In the prefabricated gaebion wall having a filler mounting plate to be installed on the outside of the concrete structure to prevent the concrete structure is exposed as it is,
    상부면과 하부면, 좌측면, 우측면 및 전면망체부가 소정크기의 망목형상을 갖는 망체로 되어 그 내부에 채움재를 수용할 수 있도록 공간부가 형성되는 철망태와, A wire mesh with an upper surface and a lower surface, a left surface, a right surface, and a front mesh portion formed into a mesh having a mesh shape of a predetermined size so as to accommodate a filling material therein;
    상기 철망태의 후면부를 형성하고 상기 채움재를 고정할 수 있도록 망목부와 플레이트부가 연이어 교대로 형성된 채움재부착판과, Filler material attachment plate formed of the net wood portion and the plate portion in succession alternately to form a rear portion of the wire mesh and to fix the filler;
    상기 철망태의 상부면과 하부면을 지지하면서 일단부가 옹벽 또는 콘크리트 구조물에 고정 설치되는 L자 형상의 고정수단, 및L-shaped fixing means having one end fixed to the retaining wall or concrete structure while supporting the upper and lower surfaces of the wire mesh;
    상기 채움재부착판의 상단부에 구비되어 이를 리프트수단에 걸어 올릴 수 있도록 하는 고리수단을 포함하여 구성된 것을 특징으로 하는 채움재부착판을 갖는 조립식 개비온벽체.Prefabricated gaebion wall having a filler mounting plate, characterized in that it comprises a ring means which is provided on the upper end of the filler mounting plate to be able to hang it on the lift means.
  2. 제1항에 있어서,The method of claim 1,
    상기 채움재부착판에 형성된 상기 망목부와 플레이트부에는 채움재를 부착할 수 있도록 하는 접착수단이 더 구비되어 이루어진 것을 특징으로 하는 채움재부착판을 갖는 조립식 개비온벽체.Prefabricated gaebion wall having a filler mounting plate, characterized in that the mesh member and the plate formed on the filler mounting plate is further provided with an adhesive means for attaching the filler.
  3. 제2항에 있어서,The method of claim 2,
    상기 채움재부착판에 형성된 상기 망목부는 가로로드와 세로로드를 이용하여 메쉬 형상으로 구성되고, 상기 플레이트부는 채움재의 접착면을 크게 하여 그 접착 성능을 향상시킬 수 있도록 철판이나 콘크리트체로 구성되어 이루어진 것을 특징으로 하는 채움재부착판을 갖는 조립식 개비온벽체.The mesh part formed on the filler mounting plate is formed in a mesh shape by using a horizontal rod and a vertical rod, and the plate part is made of an iron plate or a concrete body to increase the adhesive surface of the filler to improve its adhesive performance. A prefabricated Gabion wall having a filler mounting plate.
  4. 제1항에 있어서,The method of claim 1,
    상기 철망태는 환봉이나 굵은 철사로 된 로드를 가로와 세로로 하여 메쉬형상의 망체로 구성되되, 상기 전면망체부는 다수개의 가로로드와 세로로드를 통해 격자모양으로 설치 형성되고, 상기 상부면은 다수개의 상기 세로로드의 상단부가 절곡되어 형성되며, 상기 하부면은 다수개의 상기 세로로드의 하단부가 절곡되어 형성되고, 상기 좌측면과 우측면은 상기 가로로드의 좌우측 양단부가 절곡되어 각각 형성되는 구조로 이루어진 것을 특징으로 하는 채움재부착판을 갖는 조립식 개비온벽체.The wire mesh is composed of a mesh-shaped mesh with rods made of round rods or thick wires horizontally and vertically, wherein the front mesh portion is formed in a grid shape through a plurality of horizontal rods and vertical rods, and the upper surface is Upper ends of the plurality of vertical rods are formed to be bent, and the lower surfaces are formed by bending the lower ends of the plurality of vertical rods, and the left and right surfaces are formed by bending both ends of the left and right sides of the horizontal rod, respectively. Prefabricated Gabion wall having a filler mounting plate, characterized in that made.
  5. 제4항에 있어서,The method of claim 4, wherein
    상기 철망태와 밀착 지지되는 상기 고정수단의 상하부측에는 이들이 서로 견고하게 고정될 수 있도록 에폭시로 된 접착수단이 더 구비되어 이루어진 것을 특징으로 하는 채움재부착판을 갖는 조립식 개비온벽체.The upper and lower sides of the fixing means that is closely supported by the wire mesh and the prefabricated Gabion wall having a filler mounting plate, characterized in that the bonding means made of epoxy is further provided so that they can be firmly fixed to each other.
  6. 제5항에 있어서,The method of claim 5,
    상기 고정수단의 단부면에는 회전이 가능하도록 하여 상기 철망태의 상하단부를 지지하여 고정시킬 수 있도록 하는 회동지지수단이 더 구비되어 이루어진 것을 특징으로 하는 채움재부착판을 갖는 조립식 개비온벽체.An end face of the fixing means is assembled to the Gabion wall having a filler plate, characterized in that the rotation support means for supporting the upper and lower ends of the wire mesh so as to enable the rotation is further provided.
  7. 제5항에 있어서,The method of claim 5,
    상기 채움재부착판에 구비된 상기 플레이트부에는 상기 철망태의 상기 전면망체부와 연결되면서 채움재를 지지할 수 있도록 된 지지고정핀이 더 구비되어 이루어진 것을 특징으로 하는 채움재부착판을 갖는 조립식 개비온벽체.The plate part provided on the filler plate attached to the front mesh portion of the wire mesh prefabricated gaebion wall having a filler plate attached, characterized in that the support pin is further provided to support the filler.
  8. 제4항에 있어서,The method of claim 4, wherein
    상기 플레이트부는 그 하단부에 절곡판이 형성되는 L자 형상으로 구성되어 이루어진 것을 특징으로 하는 채움재부착판을 갖는 조립식 개비온벽체.Prefabricated Gabion wall having a filler mounting plate, characterized in that the plate portion is formed in an L-shape formed bent plate at the lower end.
PCT/KR2012/010013 2012-11-22 2012-11-26 Prefabricated gabion wall having a filler attaching plate WO2014081055A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1020120132974A KR101439164B1 (en) 2012-11-22 2012-11-22 a gabion block
KR10-2012-0132974 2012-11-22

Publications (1)

Publication Number Publication Date
WO2014081055A1 true WO2014081055A1 (en) 2014-05-30

Family

ID=50776225

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/KR2012/010013 WO2014081055A1 (en) 2012-11-22 2012-11-26 Prefabricated gabion wall having a filler attaching plate

Country Status (2)

Country Link
KR (1) KR101439164B1 (en)
WO (1) WO2014081055A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101662070B1 (en) 2015-04-30 2016-10-04 (주)남영산업 Wall panel assembly with fixed bracket
KR101674974B1 (en) 2015-08-05 2016-11-10 박덕철 Wall finishing gabion
KR101667625B1 (en) 2016-05-24 2016-10-20 주식회사 레티아 Gabion
KR102081874B1 (en) 2018-02-08 2020-02-26 지평토건(주) Lightweight gabion retaining wall

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5636938A (en) * 1994-06-15 1997-06-10 Ragazzo; George Gabion system
JPH09273131A (en) * 1996-02-08 1997-10-21 Kankyo Kogaku Kk Natural stone holding unit and its manufacture
KR20070040872A (en) * 2005-10-13 2007-04-18 이영상 Gabion, gabion production devices and gabion construction methods
KR100746535B1 (en) * 2007-03-22 2007-08-06 (주)대호철망한국산재장애인복지진흥회 Gabion wall
KR100931922B1 (en) * 2009-05-25 2009-12-15 홍 규 최 Piece of split wood has a full prevention function and spatial-temporal method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101022495B1 (en) * 2010-04-28 2011-03-16 (주)루펜큐 Stone assebly for slope

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5636938A (en) * 1994-06-15 1997-06-10 Ragazzo; George Gabion system
JPH09273131A (en) * 1996-02-08 1997-10-21 Kankyo Kogaku Kk Natural stone holding unit and its manufacture
KR20070040872A (en) * 2005-10-13 2007-04-18 이영상 Gabion, gabion production devices and gabion construction methods
KR100746535B1 (en) * 2007-03-22 2007-08-06 (주)대호철망한국산재장애인복지진흥회 Gabion wall
KR100931922B1 (en) * 2009-05-25 2009-12-15 홍 규 최 Piece of split wood has a full prevention function and spatial-temporal method

Also Published As

Publication number Publication date
KR101439164B1 (en) 2014-09-12
KR20140065912A (en) 2014-05-30

Similar Documents

Publication Publication Date Title
CN101122132B (en) Demountable composite material face plate brad supporting system and its construction method
WO2014081055A1 (en) Prefabricated gabion wall having a filler attaching plate
WO2012044091A2 (en) Device and method for constructing underground structure
WO2015009124A1 (en) Strut connection structure for constructing temporary earth retaining structure
CN213741111U (en) Building foundation pit supporting structure
CN112411572A (en) Building foundation pit supporting system
JP4190360B2 (en) Masonry wall reinforcement structure and method
CN209855277U (en) Conversion layer structure for underground added layer of existing building
WO2010005173A2 (en) Retaining wall structure of prefabricated mesh panel and construction method thereof
CN111851407A (en) Construction method of gabion retaining wall
CN215715401U (en) Can dismantle soil nailing wall structure
KR101610816B1 (en) a gabion wall
CN211773858U (en) Landscape gabion retaining wall
CN213015513U (en) House antidetonation stone wall reinforced structure
CN210529916U (en) Low-rise assembled steel concrete structure building
KR101673292B1 (en) A Gabion Wall Supporter
CN211816295U (en) Foundation pit supporting structure
KR102554205B1 (en) Slurry wall joint connect method
CN219773022U (en) Ecological PC basis bed-jig structure
CN214168737U (en) Water guide device for bridge expansion joint drainage
CN218147591U (en) Prefabricated sidewalk plate
CN211446884U (en) Prefabricated formula underground continuous wall mosaic structure
CN210216461U (en) Foundation pit supporting structure
CN218713169U (en) Novel side slope supporting structure
CN210262558U (en) Light earth road side wall structure

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 12888882

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 12888882

Country of ref document: EP

Kind code of ref document: A1