KR20030066514A - Retaining wall constructed erectly - Google Patents

Retaining wall constructed erectly Download PDF

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Publication number
KR20030066514A
KR20030066514A KR1020030045922A KR20030045922A KR20030066514A KR 20030066514 A KR20030066514 A KR 20030066514A KR 1020030045922 A KR1020030045922 A KR 1020030045922A KR 20030045922 A KR20030045922 A KR 20030045922A KR 20030066514 A KR20030066514 A KR 20030066514A
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KR
South Korea
Prior art keywords
retaining wall
wall
upright
stone
steel bar
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KR1020030045922A
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Korean (ko)
Inventor
이재경
Original Assignee
이재경
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.)
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Publication date
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Priority to KR1020030045922A priority Critical patent/KR20030066514A/en
Publication of KR20030066514A publication Critical patent/KR20030066514A/en
Priority to KR1020040016708A priority patent/KR100581999B1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0283Retaining or protecting walls characterised by constructional features of mixed type
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/025Retaining or protecting walls made up of similar modular elements stacked without mortar
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0266Retaining or protecting walls characterised by constructional features made up of preformed elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/13Geometrical or physical properties having at least a mesh portion
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0051Including fibers
    • E02D2300/0053Including fibers made from glass
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

PURPOSE: An upright retaining wall is provided to simplify construction and to reduce construction expenses such as the cost of materials and labor costs, etc. CONSTITUTION: The upright retaining wall comprises the steps of heading up reinforced earth(7) composed of sand and stone or broken stones on an inclined wall(6), installing grids(10) horizontally to make a retentive plate(8) buried under the reinforced earth(7), installing an outer concrete wall(3) containing broken stones on the outside of the reinforced earth, building stone mound composed of native rocks(1) or concrete blocks on the outer concrete wall(3) to cross each other, perforating a steel bar fitting hole(9) on a contact plane of the stone mound, and interposing a steel bar(2) coupled perpendicularly to the outer end of a grid(10) supported by a retentive plate(8) buried under the reinforced earth(7) to the fitting hole(9).

Description

직립 축조 옹벽{Retaining wall constructed erectly}Retaining wall constructed erectly

본 발명은 경사진 벽면(산벽)에 자연석이나 내부가 꽉찬 콘크리트 블럭으로 직립되게 쌓는 옹벽에 관한 것으로서, 특히 자연석이나 내부가 꽉찬 콘크리트 블럭(이하 적석(積石)이라고 함)을 거기에 수직 삽입되는 강봉과 그리드에 의해 지지하면서 직립되게 축조하는 직립 축조 옹벽에 관한 것이다.The present invention relates to a retaining wall that is piled upright as a natural stone or a concrete block filled with a solid inside on an inclined wall surface (mountain wall), and a natural block or concrete block (hereinafter called red stone) filled with a natural stone is vertically inserted therein. An upright construction retaining wall that is constructed upright while being supported by a steel bar and a grid.

일반적으로 산벽(경사진 벽면)에 보강토와 함께 자연석이나 콘크리트 블럭으로 옹벽을 축조시에는 침투되는 수압이나 토압에 의해 옹벽이 무너지는 것을 방지하기 위해서 정면의 아래에서부터 위로 갈수록 점차 경사면쪽을 향하여 경사지게 쌓게되고 그나마도 높은 옹벽의 경우에는 자연석과 자연석 또는 콘크리트 블럭과 블럭(적석) 사이는 그라우트재나 모르타르 또는 합성수지 접착제등 고착제를 채워서 고정하여야 했었다.Generally, when constructing retaining wall with natural stone or concrete block together with reinforcement soil on mountain wall (sloped wall surface), the retaining wall is gradually inclined toward the inclined surface from the bottom to the top to prevent the retaining wall from collapsing by water pressure or earth pressure. In the case of high and retaining walls, natural stone and natural stone or concrete blocks (red stone) had to be fixed by fixing with grout, mortar or synthetic adhesive.

이와같은 옹벽쌓기는 적석을 경사지게 쌓아 올려야 하므로 옹벽 위의 지면이 좁아지는 폐단이 있었고 또한 적석 사이마다 고착제로 고정하여야 하므로 재료비, 인건비 및 시공 시간이 많이 소요되는 결점이 있었다.Such retaining wall stacks have to be stacked inclinedly with red stones, so that the ground is narrowed on the retaining walls, and because the retaining walls must be fixed with fixing agents between the red stones, material costs, labor costs, and construction time are high.

또한 상기와는 달리 적석의 상부나 측면의 일정 부위에 강봉을 삽입하여, 상부의 강봉에는 적석을 올려 놓으면서 쌓고 측면의 강봉에는 강봉을 삽입하고 거기에 그리드를 연결한 다음 그 그리드의 일단을 보강토 내에 매립되게 하므로서 그리드에 의해 옹벽이 무너지지 않고 지지하도록한 것을 본 출원인이 특허출원 제10-2002-0025446호로 선출원한 바 있으나 이 경우는 적석(자연석)의 상하 측면의 여러군데에 강봉을 삽입해야 하고 그렇게 강봉이 삽입되어 있음에도 불구하고 그리드에 연결된 강봉이 자연석에 수평으로 삽입지지되어 있어서 강봉 삽입공내에 접착제나 쐐기를 박아 고정해야하는 불편이 있었고 따라서 그리드에 의한 자연석의 수평 지지력이 약하여 옹벽을 직립으로 쌓기가 어려운 결점이 있었으며 또한 상기와 같은 종래의 결점을 해소하여 옹벽을 직립으로 쌓아서 옹벽에 의해 형성된 옹벽 상부의 지면을 최대한 넓히기 위해서 적석과 적석 사이를 모르타르, 그라우트재 또는 합성수지 접착제등 고착제로 고착하면서 적석을 직립으로 쌓아서 직립된 옹벽을 형성한 예를 본 출원인이 특허출원번호 제10-2003-0025625호로 선출원한 바 있으나, 이 방법은 적석과 적석 사이에 일일이 고착제로 고착하여야 하므로 시공이 까다롭고 따라서 작업시간이 많이 소요되며 값비싼 원자재도 많이 소모되는 등의 결점이 있었고 뿐만 아니라 고착제의 농도나 접착 강도에 따라 적석이 이탈될 수도 있는 결점이 있었다.Also, unlike the above, the rod is inserted into a certain part of the upper part or the side of the red stone, and the upper bar is stacked while the red bar is placed, and the rod is inserted into the side bar and the grid is connected thereto. Applicant has filed a patent application No. 10-2002-0025446 to support the retaining wall without being collapsed by the grid while being buried. In this case, however, the steel bar must be inserted in several places on the upper and lower sides of the red stone (natural stone). Even though the steel rod is inserted, the steel rod connected to the grid is inserted and supported horizontally in the natural stone, so it is inconvenient to fix it by sticking glue or wedge into the steel rod insertion hole. There were difficult defects and also eliminated the above conventional defects. Applicant is an example of forming an upright retaining wall by stacking red stones upright while fixing the retaining wall in an upright position and fixing it with a fixing agent such as mortar, grout material, or synthetic resin adhesive between the red and red stones to widen the surface of the retaining wall formed by the retaining wall as much as possible. This application has been filed as a patent application No. 10-2003-0025625, but this method is difficult to construct because it must be fixed between the red stone and the red stone as a fixing agent, which requires a lot of work time and expensive raw materials, etc. Not only were they defects, but there were also defects that could lead to red sedimentation depending on the concentration of the binder and the adhesive strength.

본 발명은 상기한 바와같은 종래의 경사진 옹벽이나 직립 옹벽 쌓기(축조)의 결점을 해소하여 적은 재료비와 간편한 시공 및 구조로 축조가 가능한 직립 축조 옹벽을 제공코저 하는 것으로서 이를 첨부된 도면을 참조하면서 상세히 설명하면 다음과 같다.The present invention solves the drawbacks of conventional inclined retaining wall or upright retaining wall stacking as described above, and provides an upright building retaining wall that can be constructed with low material cost and simple construction and structure. It will be described in detail as follows.

도 1 은 본 발명에 따라 축조된 직립 옹벽의 일예시 측단면도.1 is an example side cross-sectional view of an upstanding retaining wall constructed in accordance with the present invention.

도 2 는 본 발명에 따라 축조된 직립 옹벽의 일예시 정면도.2 is an example front view of an upstanding retaining wall constructed in accordance with the present invention;

도 3 은 본 발명에 따라 축조된 직립 옹벽의 다른예의 정면도.3 is a front view of another example of an upstanding retaining wall constructed in accordance with the present invention;

* 도면중 주요 부분에 대한 부호의 설명 *Explanation of symbols on main parts of drawing

1 : 자연석1' : 콘크리트 블럭1: natural stone 1 ': concrete block

2 : 강봉3 : 외벽2: steel bar 3: outer wall

4 : 잡석5 : 바탕 콘크리트4: rubble 5: ground concrete

6 : 경사면7 : 보강토6: inclined surface 7: reinforcement soil

8 : 지지판9 : 삽입공8: support plate 9: insertion hole

10 : 그리드10: grid

경사진 벽면(산벽)(6)에 토석이나 잡석등으로된 보강토(7)를 쌓으면서 일정 높이마다 내단의 지지판(8)이 보강토 내에 매립되게 그리드(10)를 수평으로 설치하고 보강토 외측에는 잡석을 내포한 콘크리트 외벽(3)을 직립으로 설치한 다음 그 직립 콘크리트 외벽에 직립 옹벽을 시공하는 직립 축조 옹벽에 있어서, 상기 콘크리트 외벽(3)에 자연석(1)이나 속이 꽉찬 콘크리트 블럭(1')으로 된 적석(積石)을 상하가 서로 엇갈리게 쌓되, 적석 상하의 서로 엇갈리게 맞닿는 부위에 강봉 삽입공(9)을 천설하고, 내단의 지지판(8)이 보강토(7)에 매립되어 지지되는 그리드(10)의 외단과 직교되게 결합 설치한 강봉(强棒)(2)을 상기 삽입공(9)에 삽입하면서 직립 옹벽을 축조하여서된 직립 축조 옹벽이다.Stacking the reinforcement soil 7 made of soil or rubble on the inclined wall surface (mountain wall) 6, the grid 10 is installed horizontally so that the support plate 8 at the inner end is embedded in the reinforcement soil at a predetermined height, and the rubble is outside the reinforcement soil. In an upright construction retaining wall in which a concrete outer wall (3) containing uprights is installed upright, and then an upstanding retaining wall is constructed on the upright concrete outer wall, wherein the concrete outer wall (3) is a natural stone (1) or a solid concrete block (1 '). Grids (10) of which the upper and lower piles are stacked alternately, and a steel rod inserting hole (9) is installed in a portion where the upper and lower sides of the red stone are alternately contacted with each other, and the support plate (8) of the inner end is embedded and supported by the reinforcement soil (7). It is an upright construction retaining wall formed by constructing an upright retaining wall while inserting a steel bar 2 that is installed to be orthogonal to the outer end of the c) in the insertion hole 9.

상기에서 강봉은 유리섬유(Fibre glass) 또는 스테인리스와 같은 금속봉 중에서 선택된다.The steel bar is selected from metal rods such as fiber glass or stainless steel.

상기와 같이 축조되는 직립 옹벽은 기존 사용되고 있는 그리드(10)에 직교되게 결합 설치된 강봉(2)들이 상하 엇갈리게 쌓인 적석 상하의 삽입공(9)에 견고하게 삽입고정되어 있으면서 그리드(10)내단의 지지판(8)은 보강토(7)내에 매립되어 있어서 적석들을 견고하게 지탱하게 되므로 지지력이 우수하여 옹벽이 직립으로 축조되드라도 무너지거나 밀려남이 없이 견고하게 유지되게 된다.The upright retaining wall constructed as described above has a steel plate (2) installed orthogonally coupled to the grid (10) that is being used, while being firmly inserted and fixed in the insertion hole (9) of the upper and lower stacks of staples stacked up and down. 8) is embedded in the reinforcement soil (7) to support the red stones firmly, so that the bearing capacity is excellent, even if the retaining wall is built upright to remain firmly without falling or pushed.

이상과 같은 본 발명에 의해 축조되는 직립 옹벽은 강봉을 제외한 별도의 재료나 시공이 불필요하여 재료 절감은 물론 시공이 간편하여 단시간에 양산이 가능하고 따라서 인건비등도 절감되어 시공비용이 현저하게 절감되게 된다.The erect retaining wall constructed by the present invention as described above does not require any additional materials or construction except steel rods, so that the material can be saved as well as the construction is simple, so that mass production can be performed in a short time. do.

본 발명에 의해 축조되는 직립 축조 옹벽은 자연석이나 콘크리트 블럭 상하에 내단의 지지판(8)이 보강토내에 매립된 그리드(10)의 외단에 직교로 결합된 강봉(2)이 삽입고정되어 있으므로 다른 지지구조나 고착제를 사용하지 않고 직립 축조됨에도 불구하고 강력한 지지력을 갖는 효과가 있다.In the upright construction retaining wall constructed by the present invention, the support plate 8 of the inner end is fixed to the outer end of the grid 10 buried in the reinforcement soil at the top and bottom of the natural stone or concrete block, and thus the other supporting structure is fixed. However, despite the upright construction without the use of fixing agents, it has the effect of having strong bearing capacity.

Claims (2)

경사진 벽면(산벽)(6)에 토석이나 잡석등으로된 보강토(7)를 쌓으면서 일정 높이마다 내단의 지지판(8)이 보강토 내에 매립되게 그리드(10)를 수평으로 설치하고 보강토 외측에는 잡석을 내포한 콘크리트 외벽(3)을 직립으로 설치한 다음 그 직립 콘크리트 외벽에 직립 옹벽을 시공하는 직립 축조 옹벽에 있어서, 상기 콘크리트 외벽(3)에 자연석(1)이나 속이 꽉찬 콘크리트 블럭(1')으로 된 적석(積石)을 상하가 서로 엇갈리게 쌓되, 적석 상하의 서로 엇갈리게 맞닿는 부위에 강봉 삽입공(9)을 천설하고, 내단의 지지판(8)이 보강토(7)에 매립되어 지지되는 그리드(10)의 외단과 직교되게 결합 설치한 강봉(强棒)(2)을 상기 삽입공(9)에 삽입하면서 직립 옹벽을 축조함을 특징으로하는 직립 축조 옹벽.Stacking the reinforcement soil 7 made of soil or rubble on the inclined wall surface (mountain wall) 6, the grid 10 is installed horizontally so that the support plate 8 at the inner end is embedded in the reinforcement soil at a predetermined height, and the rubble is outside the reinforcement soil. In an upright construction retaining wall in which a concrete outer wall (3) containing uprights is installed upright, and then an upstanding retaining wall is constructed on the upright concrete outer wall, wherein the concrete outer wall (3) is a natural stone (1) or a solid concrete block (1 '). Grids (10) of which the upper and lower piles are stacked alternately, and a steel rod inserting hole (9) is installed in a portion where the upper and lower sides of the red stone are alternately contacted with each other, and the support plate (8) of the inner end is embedded and supported by the reinforcement soil (7). An upright construction retaining wall, characterized in that for constructing an upright retaining wall while inserting a steel bar (2) coupled to be orthogonal to an outer end of the c) in the insertion hole (9). 제1항에 있어서, 강봉은 유리섬유(Fibre glass) 또는 스테인리스와 같은 금속봉 중에서 선택됨을 특징으로하는 직립 축조 옹벽.The upright construction retaining wall according to claim 1, wherein the steel bar is selected from a metal bar such as fiber glass or stainless steel.
KR1020030045922A 2003-07-08 2003-07-08 Retaining wall constructed erectly KR20030066514A (en)

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Application Number Priority Date Filing Date Title
KR1020030045922A KR20030066514A (en) 2003-07-08 2003-07-08 Retaining wall constructed erectly
KR1020040016708A KR100581999B1 (en) 2003-07-08 2004-03-12 Process for constructing retaining walls diversely

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100631385B1 (en) * 2003-07-31 2006-10-04 최종선 construction method of nature embankment
CN107558480A (en) * 2017-07-07 2018-01-09 江苏省镇江市路桥工程总公司 The construction method of the reinforced ecological slope protection structure of roadbed three-dimensional water discharge

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KR100802338B1 (en) * 2005-05-19 2008-02-12 비더씨건설 주식회사 Execution method for structure raising the ground level with a landscape architecture stone
KR101276327B1 (en) * 2012-12-28 2013-06-18 경남과학기술대학교 산학협력단 Manufacturing method of retaining wall by using concrete sleepers and the retaining wall by using the same
CN104805851B (en) * 2015-05-07 2016-08-24 重庆交通大学 Side slope lattice beam expansion joint bending resistance square stiffening device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100631385B1 (en) * 2003-07-31 2006-10-04 최종선 construction method of nature embankment
CN107558480A (en) * 2017-07-07 2018-01-09 江苏省镇江市路桥工程总公司 The construction method of the reinforced ecological slope protection structure of roadbed three-dimensional water discharge

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KR100581999B1 (en) 2006-05-22

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