KR101248761B1 - Revetment structure for slopes rock face of rock - Google Patents

Revetment structure for slopes rock face of rock Download PDF

Info

Publication number
KR101248761B1
KR101248761B1 KR1020100025795A KR20100025795A KR101248761B1 KR 101248761 B1 KR101248761 B1 KR 101248761B1 KR 1020100025795 A KR1020100025795 A KR 1020100025795A KR 20100025795 A KR20100025795 A KR 20100025795A KR 101248761 B1 KR101248761 B1 KR 101248761B1
Authority
KR
South Korea
Prior art keywords
rock
connector
natural stone
rock surface
retaining wall
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
KR1020100025795A
Other languages
Korean (ko)
Other versions
KR20110106636A (en
Inventor
박준석
Original Assignee
박준석
주식회사 제이티이엔지
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 박준석, 주식회사 제이티이엔지 filed Critical 박준석
Priority to KR1020100025795A priority Critical patent/KR101248761B1/en
Publication of KR20110106636A publication Critical patent/KR20110106636A/en
Application granted granted Critical
Publication of KR101248761B1 publication Critical patent/KR101248761B1/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
    • 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
    • E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
    • 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
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Paleontology (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Revetment (AREA)

Abstract

본 발명에 따른 암반의 경사암반면용 옹벽구체는 암반의 경사암반면상에 암반을 가리도록 자연석을 배치하고 암반의 경사암반면상에서 상기 자연석을 견고하게 지지하면서 상기 자연석과 암반의 경사암반면의 간격사이에 설치되는 연결체의 길이를 용이하게 조절할 수 있게 되어 시공이 간편하면서 시공비용이 절감되고 안전하게 자연석을 지지할 수 있다.Retaining wall sphere for inclined rock face of rock according to the present invention is disposed between the rock on the inclined rock face of the rock and placed on the rock and rock the rock surface of the rock while rocking the natural stone firmly while the gap between the rock and rock slope Easy to adjust the length of the connection between the installation is easy to install, while reducing the construction cost and can safely support the natural stone.

Description

암반의 경사암반면용 옹벽구조체{ Revetment structure for slopes rock face of rock }Retainment structure for slopes rock face of rock}

본 발명은 암반의 경사암반면용 옹벽구조체에 관한 것으로서, 더욱 자세히는, 암반의 경사암반면상에 자연석을 설치하는 옹벽구조체의 자연석의 설치위치와 암반경사암반면 사이의 연결체의 길이를 용이하게 연장할 수 있게 되어 그 시공이 간편하고 시공비용이 절감되는 것이 가능한 암반의 경사암반면용 옹벽구조체에 관한 것이다.The present invention relates to a retaining wall structure for an inclined rock surface of a rock, and more particularly, to facilitate the length of a connection between a natural stone installation position of a retaining wall structure for installing a natural stone on an inclined rock surface of a rock and a rock slope. The present invention relates to a retaining wall structure for an inclined rock surface of a rock which can be extended so that the construction is simple and the construction cost can be reduced.

옹벽구조물은 도로, 철도, 택지조성, 호안, 하천, 항만 등 공사에서 발생되는 절개지와 같은 경사암반면에 대하여 그 붕괴를 막고 용지의 제한에 따른 최적의 이용을 목적으로 시공의 편리성 때문에 콘크리트 옹벽이 널리 이용되고 있으며 근래에는 미관을 아름답게 조경하는 방식으로 자연석을 이용하는 것이 있다. Retaining wall structures are concrete retaining walls due to the convenience of construction for the purpose of preventing the collapse of the sloped rock surface such as cutouts generated in the construction of roads, railways, housing sites, shores, rivers, ports, etc. This is widely used, and recently, natural stone is used in a beautifully landscaped way.

전술한 콘크리트 옹벽은 변위를 허용하지 않는 일체형 구조로 우수의 유입이나 토압이 과다 발생시 변위를 허용하지 못하여 전도되는 구조적 약점이 있으며, 가변성과 유연성이 부족하여 지지력을 확보하기 위하여 설치공간이 많이 필요하며, 설치공간의 크기 만큼 터파기와 뒷채움 작업량도 과다하게 발생되어, 토지의 자연 훼손이 크고 공사기간이 연장되고 공사비용이 상승되는 단점이 있으며, 획일적인 외관에 인공적인 자재로 시각적 거부감을 갖제하고 주위 경관을 저해시키는 문제점이 있다. The concrete retaining wall is an integral structure that does not allow displacement, and there is a structural weakness that does not allow displacement when rainwater or inlet pressure is excessive, and there is a lack of variability and flexibility, which requires a lot of installation space. In addition, the amount of burrow and backfill work is excessively generated as much as the size of the installation space, which has the disadvantages of damaging the nature of the land, prolonging the construction period, and increasing the construction cost. There is a problem that inhibits the landscape.

특히 암반을 절취하여 형성된 암반으로 이루어진 경사암반면의 경우에는 암반만이 드러나 있어 외관이 거칠게 되어 암반상에 녹색 페인트를 칠하고 있으나, 이러한 페인트칠은 일시적인 것이고 시간이 경과됨에 따라 페인트칠이 벗겨져서 더욱 외관이 나빠지게 되는 문제점이 있었다.
Especially in the case of the inclined rock surface formed by cutting the rock, only the rock is exposed and the exterior becomes rough, so the green paint is painted on the rock. There was a problem that the appearance worsens.

본 발명의 목적은, 이러한 문제점을 해결하고자 하는 것으로, 암반의 경사암반면상에 암반을 가리도록 자연석을 배치하고 암반의 경사암반면상에서 상기 자연석을 견고하게 지지하면서 상기 자연석과 암반의 경사암반면의 간격사이에 설치되는 연결체의 길이를 용이하게 조절할 수 있게 되어 시공이 간편하면서 시공비용이 절감되고 안전하게 자연석을 지지할 수 있는 암반의 경사암반면용 옹벽구조체를 제공하는 것이다.An object of the present invention is to solve this problem, by placing a natural stone to cover the rock on the inclined rock surface of the rock and firmly support the natural stone on the inclined rock surface of the rock rock of the inclined rock surface It is to provide a retaining wall structure for the inclined rock surface of the rock that can easily adjust the length of the connection body installed between the gaps, the construction cost is simple and the construction cost is reduced and can safely support the natural stone.

본 발명의 이러한 목적은, 암반의 경사암반면과, 상기 경사암반면에서 일정간격으로 이격되어 배치되는 자연석과, 상기 경사암반면과 자연석사이에 연결되어 상기 자연석을 지지하는 연결체로 구성되고, 상기 연결체는 일단부가 경사암반면에 고정되는 제1연결체와, 상기 자연석에 일단부가 고정되는 제2연결체와, 상기 제2연결체의 타단부와 알루미늄연결관으로 일단부가 연결되며 다른 타단부상에는 나사단부가 형성된 제3연결체와, 상기 제3연결체의 나사홈과 상기 제1연결체의 나사단부상에 나사결합되는 턴버클로 구성된 본 발명에 따른 암반의 경사암반면용 옹벽구조체에 의하여 달성된다.This object of the present invention is composed of a rock rock surface of the rock, and a natural stone disposed spaced at a predetermined interval from the inclined rock surface, and connected between the inclined rock surface and the natural stone to support the natural stone, The connecting body has one end connected to the first connector, one end of which is fixed to the inclined rock surface, the second connector of which one end is fixed to the natural stone, the other end of the second connector and the aluminum connector, and the other end of the connector. By the retaining wall structure for the inclined rock surface of the rock according to the invention consisting of a third connector formed with a screw end, a screw groove of the third connector and a turnbuckle screwed onto the screw end of the first connector Is achieved.

본 발명에 따른 암반의 경사암반면용 옹벽구체는 암반의 경사암반면상에 암반을 가리도록 자연석을 배치하고 암반의 경사암반면상에서 상기 자연석을 견고하게 지지하면서 상기 자연석과 암반의 경사암반면의 간격사이에 설치되는 연결체의 길이를 용이하게 조절할 수 있게 되어 시공이 간편하면서 시공비용이 절감되고 안전하게 자연석을 지지할 수 있는 효과가 있다.Retaining wall sphere for inclined rock face of rock according to the present invention is disposed between the rock on the inclined rock face of the rock and placed on the rock and rock the rock surface of the rock while rocking the natural stone firmly while the gap between the rock and rock slope Easy to adjust the length of the connection between the installation is easy to install, while reducing the construction cost and there is an effect that can safely support the natural stone.

도 1은 본 발명의 제1실시예에 따른 암반의 경사암반면용 옹벽구조체의 개략적인 종단면도
도 2는 본 발명의 제1실시예에 따른 암반의 경사암반면용 옹벽구조체의 연결체의 구성을 도시한 종단면도
도 3은 연결체의 알루미늄연결관의 확대 종단면도
도 4는 연결체의 턴버클의 확대 종단면도
도 5는 본 발명의 다른 실시예에 따른 연결체의 종단면도1 is a schematic longitudinal sectional view of a retaining wall structure for an inclined rock surface of a rock according to a first embodiment of the present invention;
Figure 2 is a longitudinal sectional view showing the configuration of the connecting body of the retaining wall structure for the inclined rock surface of the rock according to the first embodiment of the present invention
3 is an enlarged longitudinal sectional view of the aluminum connector of the connector;
4 is an enlarged longitudinal sectional view of a turnbuckle of a connecting body;
5 is a longitudinal cross-sectional view of a connector according to another embodiment of the present invention;

본 발명의 제1실시예에 따른 암반의 경사암반면용 옹벽구조체(A)는, 도 1에 도시된 바와 같이, 경사암반면(1)에 접하여 하부에 형성되는 기초층(2)과; 상기 기초층(2)의 상부면에 적층되어 형성되는 다수개의 접속앵카가 부착된 다수개의 자연석(3)과; 상기 자연석(3)과 상기 경사암반면(1)의 사이에 채워져 다져지는 잡석과 토사에 의하여 형성되는 잡석부(4)와 토사부(4')와; 이 때 상기 잡석부(4)와 토사부(4')를 감싸는 부직포(5)와, 상기 자연석(3)을 지지하도록 일단부는 상기 자연석(3)상에 고정되고 타단부는 상기 경사암반면(1)상에 고정된 연결체(7)를 포함한다. Retaining wall structure (A) for the inclined rock surface of the rock according to the first embodiment of the present invention, as shown in Figure 1, the base layer (2) formed in contact with the inclined rock surface (1); A plurality of natural stones (3) having a plurality of connection anchors formed by being stacked on an upper surface of the foundation layer (2); A rubble part 4 and a soil part 4 'formed by rubble and earth and sand being filled between the natural stone 3 and the inclined rock surface 1; At this time, the non-woven fabric 5 surrounding the rubble 4 and the soil 4 'and the natural stone 3, one end is fixed on the natural stone 3 and the other end is the inclined rock surface ( It comprises a connector 7 fixed on 1).

상기 경사암반면은 토사를 깍아낸 토사로 이루어진 경사암반면이나, 이에 한정되지 않고 암반을 절개한 암반면으로 이루어질 수도 있을 것이다.The inclined rock surface may be made of inclined rock surface composed of earth and sand, which is carved out of soil, but not limited thereto.

상기 기초층(2)은 흙이나 고운모래로 지반을 다진 지반다짐층(21)과, 상기 지반다짐층(21)위에 형성되며 콘크리트가 타설되어 경화되는 콘크리트층(22)으로 이루어 진다.The foundation layer 2 is composed of a ground compaction layer 21 chopped the ground with soil or fine sand, and a concrete layer 22 formed on the ground compaction layer 21 and concrete is poured and cured.

상기 자연석(3)은 여러단으로 이루어져 있으며, 그 중에서 가장 하부에 접하며 콘크리트층(22)상에 고정된 하부 자연석(3a)의 하부에는 길이가 짧은 고정쇠(31)가 고정되어 있다. 상기 고정쇠(31)는 복수개가 하부로 돌출되어 상기 콘크리트층(22)에 밖혀서 상기 하부 자연석(3a)을 견고하게 콘크리트층(22)상에 고정시키게 된다. 상기 자연석(3)의 후방에는 연결체(7)의 일단부가 고정되어 있다. 상기 하부 자연석(3a)과 상부 자연석(3b)의 사이에는 관목(8)이나 풀과 같은 식물들이 식재되어 있다. The natural stone 3 is composed of a plurality of stages, and a short clamp 31 is fixed to the lower portion of the lower natural stone 3a fixed to the concrete layer 22 in contact with the lowermost of them. A plurality of the fasteners 31 are protruded downward to the outside to the concrete layer 22 to secure the lower natural stone 3a on the concrete layer 22 firmly. One end of the connecting body 7 is fixed to the rear of the natural stone 3. Plants such as shrubs 8 and grass are planted between the lower natural stone 3a and the upper natural stone 3b.

상기 잡석부(4)는 다수의 돌조각으로 이루어진 것으로 자연석을 견고하게 지지하는 것이다. The rubble part 4 is made of a plurality of stone pieces to support the natural stone firmly.

상기 토사부(4')는 잡석부의 후방과 상방에 배치되는 것으로 지지된 자연석을 보다 견고하게 하면서 풀이나 나무와 같은 식물이 자라는 배후지를 제공하는 것이다.The earth and sand portions 4 'provide a hinterland in which plants such as grass or trees grow, while strengthening the natural stone supported by being disposed behind and above the rubble.

상기 부직포(5)는 상기 잡석부(4)와 토사부(4')를 감싸게 배치되고, 상방에서 물이 통과될 경우 상부의 토사부(4')의 토양의 유실을 방지하기 위하여 상기 잡석부(4)와 토사부(4')상에 배치된다.The nonwoven fabric 5 is disposed to surround the rubble 4 and the soil 4 ', and to prevent the loss of soil in the upper soil 4' when the water passes from above the rubble portion And 4 on the earth and sand 4 '.

상기 연결체(7)는 일단부는 상기 자연석(3)의 후방에 고정되고 타단부는 상기 경사암반면(1)상에 고정되어 있다.One end of the connecting member 7 is fixed to the rear of the natural stone 3 and the other end of the connecting member 7 is fixed on the inclined rock surface 1.

상기 연결체(7)는 일단부가 경사암반면(1)에 고정되는 제1연결체(71)와, 상기 자연석(3)에 일단부가 고정되는 제2연결체(72)와, 상기 제2연결체(72)의 타단부와 알루미늄연결관(75)으로 일단부가 연결되며 다른 타단부상에는 나사단부가 형성된 제3연결체(74)와, 상기 제3연결체(74)의 나사부(741)와 상기 제1연결체(71)의 나사단부(712)상에 나사결합되는 턴버클(76)로 구성되어 있다. 본 실시예에서는 알루미늄연결관(75)이 사용된 것으로 도시하였으나, 이에 제한되는 것은 아니고, 다양한 금속연결관이 사용되는 것 또한 본 발명의 권리범위에 속한다고 할 것이다. The connecting body 7 has a first connecting body 71 having one end fixed to the inclined rock surface 1, a second connecting body 72 having one end fixed to the natural stone 3, and the second connection. One end is connected to the other end of the sieve 72 and the aluminum connection pipe 75, and the third connecting body 74 having a screw end formed on the other end thereof, and the screw part 741 of the third connecting body 74. It is composed of a turnbuckle 76 is screwed on the screw end 712 of the first connector (71). Although the aluminum connector 75 is used in this embodiment, the present invention is not limited thereto, and various metal connectors are used in the scope of the present invention.

상기 제1연결체(71)는 일단부가 상기 경사암반면(1)에 고정되도록 티자지지단(711)이 형성되고 타단부는 나사부(712)가 형성되어 있다.The first connector 71 is formed with a teaser support 711 so that one end thereof is fixed to the inclined arm half surface 1 and the other end has a threaded portion 712.

상기 제2연결체(72)는 일단부에는 자연석(3)상에 고정되는 세트앙카부(721)가 고정되고 타단부는 나사홈이 형성된 전산볼트(722)로 이루어져 있다. 본 실시예에서는 상기 제2연결체(72)에 전산볼트(722)가 사용되었으나 세트앙카부(721)에 결합되는 부분만을 나사를 형성하고 나머지 부분은 환봉으로 이루어져 제조가를 절감할 수 있을 것이다.The second connector 72 has a set anchor portion 721 fixed to a natural stone 3 at one end thereof, and a computer bolt 722 having a screw groove formed at the other end thereof. In the present embodiment, the computer bolt 722 is used in the second connector 72, but only the portion coupled to the set anchor portion 721 forms a screw and the remaining portion is made of a round bar, thereby reducing the manufacturing cost. .

상기 제3연결체(74)는 환봉으로 형성되고 그 일단부에 나사부(741)가 형성되어 턴버클(76)과 결합되어 턴버클(76)의 회전작동에 의하여 연결체(7)의 전체의 길이를 조정하는 것이 가능하다.The third connector 74 is formed of a round bar, and a screw portion 741 is formed at one end thereof, and is coupled with the turnbuckle 76 to rotate the entire length of the connector 7 by the rotation operation of the turnbuckle 76. It is possible to adjust.

상기 알루미늄연결관(75)내에는 상기 제2연결체(72)의 자유단부(725)와 상기 제3연결체(74)의 자유단부(742)가 접하게 삽입배치되고, 알루미늄연결관(75)의 외표면을 클램핑도구(도시하지 않음)로 눌러서 압착면(751)을 형성시켜 상기 제2연결체(72)와 제3연결체(74)를 연결시켜 결합시켰다. The free end 725 of the second connector 72 and the free end 742 of the third connector 74 are inserted into and disposed in the aluminum connector tube 75, and the aluminum connector tube 75 is disposed. The outer surface of the by pressing the clamping tool (not shown) to form a pressing surface (751) by connecting the second connecting member 72 and the third connecting member (74).

그리고, 상기 압착된 알루미늄연결관(75)의 내부에 에폭시를 충진시켜 에폭시충진층(750)을 형성하여, 제2연결체(72)와 제3연결체(74)를 확고 하게 고정하였다. In addition, the epoxy filling layer 750 was formed by filling the inside of the crimped aluminum connector tube 75 to firmly fix the second connector 72 and the third connector 74.

이와 같은 구성은 제2연결체(72)와 제3연결체(74)의 사이가 길어져서 길다란 전산볼트의 사용이 필요할 경우에 이와 같은 길다란 길이의 전산볼트가 없을 뿐더러 제3연결체(74)를 환봉을 사용하고 그 일단부만을 나사부(741)를 형성하여 길이를 길게 할 수 있으므로 대단히 경제적으로 연결체(7)의 길이를 연장할 수 있게 되는 것이다. 또한, 상기 제2연결체(72)의 세트앙카부(721)에 결합되는 부분만을 나사를 형성하고 나머지 부분은 환봉이 사용된 제2연결체(72)도 사용할 수 있어 전체의 연결체의 제조비용을 절감할 수도 있을 것이다.In this configuration, when the long connection between the second connector 72 and the third connector 74 is required, the use of a long computer bolt is not required and the third connector 74 is not included. By using a round bar and only one end thereof to form a screw portion 741 can be lengthened so that it is possible to extend the length of the connector 7 very economically. In addition, only the portion coupled to the set anchor portion 721 of the second connector 72 forms a screw, and the remaining part may also use the second connector 72 using a round bar to manufacture the whole connector. You might save money.

상기 턴버클(76)은 양단부의 직경이 작아지는 원통형본체(761)의 양단부에 나사홈(762)이 형성되어 상기 제1연결체(71)의 나사부(712)와 제3연결체(74)의 나사부(741)에 나사결합되어 있다. 따라서, 턴버클(76)이 회전하게 되면 나사조립된 제1연결체(71)와 제3연결체(74)의 거리가 늘어나거나 줄어들게 되는 작동으로 연결체(7)의 전체 길이를 조절할 수 있게 되는 것이다.The turnbuckles 76 have thread grooves 762 formed at both ends of the cylindrical body 761 in which the diameters of both ends thereof become smaller, so that the threaded portions 712 and the third connectors 74 of the first connector 71 are formed. It is screwed to the threaded portion 741. Therefore, when the turnbuckle 76 rotates, the entire length of the connector 7 can be adjusted by an operation in which the distance between the screwed first connector 71 and the third connector 74 increases or decreases. will be.

이와 같은 구성을 갖는 본 발명의 연결체(7)는 제2연결체(72)와 제3연결체(74)를 연결시켜 연결체(7)의 길이를 연장시키는 것이 가능하게 되고, 이와 같이 연장된 상태에서 턴버클(76)을 회전시키면 제3연결체(74)와 제1연결체(71)의 길이를 조절하는 것이 가능하게 되어 용이하게 연결체(7)의 전체의 길이를 연장시킬 수 있으면서도 연결체(7)의 길이를 조절할 수 있게 되는 구조이다. 이와 같이 알루미늄연결관(75)을 복수개를 사용하여 연결할 경우에는 연결체(7)의 길이의 증가가 가능하다고 할 것이다.The connecting body 7 of the present invention having such a configuration can extend the length of the connecting body 7 by connecting the second connecting body 72 and the third connecting body 74, and thus extending. Rotating the turnbuckle 76 in the closed state makes it possible to adjust the length of the third connector 74 and the first connector 71 so that the entire length of the connector 7 can be easily extended. It is a structure that can adjust the length of the connecting body (7). In this way, when connecting a plurality of aluminum connecting pipe (75) will be said to increase the length of the connector (7).

도 5는 본 발명의 연결체(7)의 제2실시예를 도시한 것으로, 연결체(7)의 보다 간단한 구성을 위하여, 제1연결체(71)와 제2연결체(72)의 연결을 내측에 암나사가 형성된 너트관(78)으로 연결시키고, 상기 너트관(78)의 내부에 에폭시를 충진시켜 에폭시고정층(79)을 형성시켜 제1연결체(71)와 제2연결체(72)를 간단하게 연결시키는 구조가 제안되어 있다. 5 shows a second embodiment of the connecting body 7 of the present invention. For a simpler configuration of the connecting body 7, the connection of the first connecting body 71 and the second connecting body 72 is shown. To a nut pipe 78 having a female thread formed therein, and an epoxy fixing layer 79 is formed by filling an epoxy inside the nut pipe 78 to form a first connector 71 and a second connector 72. Has been proposed to simply connect.

도 6은 본 발명의 연결체(7)의 제3실시예를 도시한 것으로, 경사암반면(1)상에 고정되는 제1연결체(71)의 보다 간단한 구성을 위하여, 상기 제1연결체(71)의 일단부가 경사암반면(1)에 고정되도록 세트앙카부(713)가 형성되고 타단부는 나사부(712)가 형성된 구조가 제안되어 있다.FIG. 6 shows a third embodiment of the connecting body 7 of the present invention, for a simpler configuration of the first connecting body 71 fixed on the inclined rock surface 1, the first connecting body. A structure in which a set anchor portion 713 is formed so that one end of the 71 is fixed to the inclined rock surface 1 and the other end has a threaded portion 712 is proposed.

1. 경사면 2. 기초층
3,3a,3b. 자연석 4. 잡석부
4'. 토사부 5. 부직포
7. 연결체 8. 관목
21. 지반다짐층 22. 콘크리트층
31. 고정쇠 71. 제1연결체
72. 제2연결체 74. 제3연결체
75. 알루미늄연결관 76. 턴버클
78. 너트관 79. 에폭시 고정층
711. 타자지지단 712. 나사부
713. 세트앙카부 721. 셋트앙카고정부
722. 전산볼트 725. 자유단부
741. 나사부 742. 자유단부
750. 에폭시충진층 751. 압착면
761. 원통형본체 762. 나사홈1. slope 2. foundation layer
3,3a, 3b. Natural Stone 4. Rubble Department
4'. Earth and sand department 5. Non-woven fabric
7. Connector 8. Shrub
21. Ground compaction layer 22. Concrete layer
31. Clamp 71. First connector
72. Second Connector 74. Third Connector
75. Aluminum connector 76. Turnbuckle
78. Nut pipe 79. Epoxy fixing layer
711. Typing support 712. Threaded section
713. Set Anchor Department 721. Set Anchor Government
722. Computer bolts 725. Free end
741. Threaded section 742. Free end
750. Epoxy-filled layer 751. Crimping surface
761. Cylindrical body 762. Screw grooves

Claims (3)

암반의 경사암반면용 옹벽구조체(A)에 있어서,
암반의 경사암반면용 옹벽구조체(A)는, 경사암반면(1)에 접하여 하부에 형성되는 기초층(2)과;
상기 기초층(2)의 상부면에 적층되어 형성되는 다수개의 접속앵카가 부착된 다수개의 자연석(3)과;
상기 자연석(3)과 상기 경사암반면(1)의 사이에 채워져 다져지는 잡석과 토사에 의하여 형성되는 잡석부(4)와 토사부(4')와;
상기 잡석부(4)와 토사부(4')를 감싸는 부직포(5)와,
상기 자연석(3)을 지지하도록 경사암반면(1)사이에 설치되고 상기 자연석(3)을 지지하는 연결체(7)를 포함하고,
상기 연결체(7)는 일단부가 경사암반면(1)에 고정되는 제1연결체(71)와,
상기 자연석(3)에 일단부가 고정되는 제2연결체(72)와,
상기 제2연결체(72)의 타단부와 금속연결관(75)으로 일단부가 연결되며 다른 타단부상에는 나사단부가 형성된 제3연결체(74)와,
상기 제3연결체(74)의 나사홈(741)과 상기 제1연결체(71)의 나사단부(712)상에 나사결합되는 턴버클(76)로 구성되고,
상기 금속연결관(75)은 그 내부에 상기 제2연결체(72)의 자유단부(725)와 상기 제3연결체(74)의 자유단부(741)가 접하게 삽입배치되어, 상기 금속연결관(75)의 외표면을 눌러서 압착면(751)을 형성시키고, 상기 압착된 금속연결관(75)의 내부에 에폭시를 충진시켜 에폭시충진층(750)이 형성된 것을 특징으로 하는 암반의 경사암반면용 옹벽구조체



In the retaining wall structure (A) for the inclined rock surface of the rock,
The retaining wall structure (A) for the inclined rock surface of the rock includes a base layer (2) formed in contact with the inclined rock surface (1);
A plurality of natural stones (3) having a plurality of connection anchors formed by being stacked on an upper surface of the foundation layer (2);
A rubble part 4 and a soil part 4 'formed by rubble and earth and sand being filled between the natural stone 3 and the inclined rock surface 1;
Non-woven fabric (5) surrounding the rubble portion 4 and the earth and sand portion (4 '),
It includes between the inclined rock surface (1) to support the natural stone (3) and the connecting member (7) for supporting the natural stone (3),
The connecting member 7 has a first connecting member 71 having one end fixed to the inclined rock surface 1,
A second connector 72 having one end fixed to the natural stone 3,
A third connector 74 having one end connected to the other end of the second connector 72 and the metal connector 75, and a screw end formed on the other end thereof;
A screw buckle 741 of the third connector 74 and a turnbuckle 76 screwed onto the screw end 712 of the first connector 71,
The metal connecting tube 75 is disposed in contact with the free end 725 of the second connecting body 72 and the free end 741 of the third connecting member 74 therein. Inclined rock surface of the rock, characterized in that by pressing the outer surface of the 75 to form a pressing surface (751), the epoxy filling layer 750 is formed by filling the inside of the crimped metal connecting pipe (75). Retaining Wall Structure



삭제delete 삭제delete
KR1020100025795A 2010-03-23 2010-03-23 Revetment structure for slopes rock face of rock Expired - Fee Related KR101248761B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020100025795A KR101248761B1 (en) 2010-03-23 2010-03-23 Revetment structure for slopes rock face of rock

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020100025795A KR101248761B1 (en) 2010-03-23 2010-03-23 Revetment structure for slopes rock face of rock

Publications (2)

Publication Number Publication Date
KR20110106636A KR20110106636A (en) 2011-09-29
KR101248761B1 true KR101248761B1 (en) 2013-04-03

Family

ID=44956404

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020100025795A Expired - Fee Related KR101248761B1 (en) 2010-03-23 2010-03-23 Revetment structure for slopes rock face of rock

Country Status (1)

Country Link
KR (1) KR101248761B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101696396B1 (en) * 2016-06-17 2017-01-16 주식회사 그린텍 Natural stone retaining wall structure
KR102123205B1 (en) * 2020-02-07 2020-06-16 (주)삼대주개발 Construction method and mounting structure of retaining wall structure using reinforcing metal and connecting metal

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20060119274A (en) * 2005-05-19 2006-11-24 ( 자 ) 백양아이앤디 Filled soil part and its construction method using landscape stone
KR20090093372A (en) * 2008-02-29 2009-09-02 (주)동운산업개발 Adjustable anchor device, retaining wall and method for constructing a retaining wall with reinforcement soil

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20060119274A (en) * 2005-05-19 2006-11-24 ( 자 ) 백양아이앤디 Filled soil part and its construction method using landscape stone
KR20090093372A (en) * 2008-02-29 2009-09-02 (주)동운산업개발 Adjustable anchor device, retaining wall and method for constructing a retaining wall with reinforcement soil

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101696396B1 (en) * 2016-06-17 2017-01-16 주식회사 그린텍 Natural stone retaining wall structure
KR102123205B1 (en) * 2020-02-07 2020-06-16 (주)삼대주개발 Construction method and mounting structure of retaining wall structure using reinforcing metal and connecting metal

Also Published As

Publication number Publication date
KR20110106636A (en) 2011-09-29

Similar Documents

Publication Publication Date Title
KR100930829B1 (en) Panel with coupler for rock bolt connection
CN110656653B (en) Slope protection device and construction method of hyperbolic anchor head structure
KR101394208B1 (en) The eco-friendly stone net for protecting riverbank and sloping surface structure
KR101055635B1 (en) Slope protection biostone structure and construction method using the same
KR101248761B1 (en) Revetment structure for slopes rock face of rock
CN101346516A (en) Modular block structure
KR101015619B1 (en) Adjustable fasteners for reinforcement retaining wall construction
KR101138179B1 (en) Revetment structure vsing natural stones
KR101213986B1 (en) Restoration apparatus for vegetation and method thereof
KR200443040Y1 (en) Installation structure of natural stone vegetation block
KR101244804B1 (en) Retaining law carbon eco-friendiy wall
KR101224872B1 (en) Natural wall using fiber reinforcement
KR20080000156A (en) How to construct a raft block
KR101308822B1 (en) Binding structure of vegetation and revetment block and method for constructing using the same
KR20110042410A (en) Vegetation block, anchor for fixing vegetation block, vegetation retaining wall using the same, and construction method of the retaining wall
KR100440091B1 (en) Structure of Block type retaining wall and Construction Method thereof
KR100400170B1 (en) Revetment structure using natural stones
KR101018903B1 (en) Stabilization assembly to prevent slope flow and greening of slopes
KR100891507B1 (en) Landscaping Stone with Fixture, Landscaping Stone Assembly and Wire Fixing Device
KR100461664B1 (en) Structures and system of construction based on the use of plants growing block that protect a shore
CN211617285U (en) A garden rockery connection reinforcement structure
KR100986180B1 (en) Device for fixing vegetation mat
KR100839019B1 (en) Retaining wall construction block and construction method
KR100584237B1 (en) Loss prevention installation structure of river banks
KR102869602B1 (en) Artificial stone multipurpose shaft stand

Legal Events

Date Code Title Description
A201 Request for examination
PA0109 Patent application

St.27 status event code: A-0-1-A10-A12-nap-PA0109

PA0201 Request for examination

St.27 status event code: A-1-2-D10-D11-exm-PA0201

PG1501 Laying open of application

St.27 status event code: A-1-1-Q10-Q12-nap-PG1501

E902 Notification of reason for refusal
PE0902 Notice of grounds for rejection

St.27 status event code: A-1-2-D10-D21-exm-PE0902

E13-X000 Pre-grant limitation requested

St.27 status event code: A-2-3-E10-E13-lim-X000

P11-X000 Amendment of application requested

St.27 status event code: A-2-2-P10-P11-nap-X000

P13-X000 Application amended

St.27 status event code: A-2-2-P10-P13-nap-X000

E701 Decision to grant or registration of patent right
PE0701 Decision of registration

St.27 status event code: A-1-2-D10-D22-exm-PE0701

GRNT Written decision to grant
PR0701 Registration of establishment

St.27 status event code: A-2-4-F10-F11-exm-PR0701

PR1002 Payment of registration fee

St.27 status event code: A-2-2-U10-U11-oth-PR1002

Fee payment year number: 1

PG1601 Publication of registration

St.27 status event code: A-4-4-Q10-Q13-nap-PG1601

PN2301 Change of applicant

St.27 status event code: A-5-5-R10-R13-asn-PN2301

St.27 status event code: A-5-5-R10-R11-asn-PN2301

LAPS Lapse due to unpaid annual fee
PC1903 Unpaid annual fee

St.27 status event code: A-4-4-U10-U13-oth-PC1903

Not in force date: 20160326

Payment event data comment text: Termination Category : DEFAULT_OF_REGISTRATION_FEE

P22-X000 Classification modified

St.27 status event code: A-4-4-P10-P22-nap-X000

PC1903 Unpaid annual fee

St.27 status event code: N-4-6-H10-H13-oth-PC1903

Ip right cessation event data comment text: Termination Category : DEFAULT_OF_REGISTRATION_FEE

Not in force date: 20160326

P22-X000 Classification modified

St.27 status event code: A-4-4-P10-P22-nap-X000

R18-X000 Changes to party contact information recorded

St.27 status event code: A-5-5-R10-R18-oth-X000