KR100648884B1 - Sand and gardening plant loss preventive constructure of an rock incline - Google Patents

Sand and gardening plant loss preventive constructure of an rock incline Download PDF

Info

Publication number
KR100648884B1
KR100648884B1 KR1020060022743A KR20060022743A KR100648884B1 KR 100648884 B1 KR100648884 B1 KR 100648884B1 KR 1020060022743 A KR1020060022743 A KR 1020060022743A KR 20060022743 A KR20060022743 A KR 20060022743A KR 100648884 B1 KR100648884 B1 KR 100648884B1
Authority
KR
South Korea
Prior art keywords
soil
panel
vegetation
vegetation soil
filled
Prior art date
Application number
KR1020060022743A
Other languages
Korean (ko)
Inventor
최태식
Original Assignee
(주) 스포캐믹
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) 스포캐믹 filed Critical (주) 스포캐믹
Priority to KR1020060022743A priority Critical patent/KR100648884B1/en
Application granted granted Critical
Publication of KR100648884B1 publication Critical patent/KR100648884B1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G22/00Cultivation of specific crops or plants not otherwise provided for
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G25/00Watering gardens, fields, sports grounds or the like
    • A01G25/02Watering arrangements located above the soil which make use of perforated pipe-lines or pipe-lines with dispensing fittings, e.g. for drip irrigation
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/30Miscellaneous comprising anchoring details
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/40Miscellaneous comprising stabilising elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental Sciences (AREA)
  • Botany (AREA)
  • Soil Sciences (AREA)
  • Water Supply & Treatment (AREA)
  • Cultivation Of Plants (AREA)

Abstract

A structure for preventing the loss of soil and gardening plants of a rock slope is provided to crease an environment-friendly atmosphere, to make construction simple and easy, to prevent the breaking and loss of soil on a rock slope and to prevent plants from withering to death by supplying water to plants set in vegetative soil periodically through a water supply pipe. A structure for preventing the loss of soil and gardening plants of a rock slope contains: many anchors(10) installed in a rock slope; a vegetative soil panel(20) put on the anchors to support soil load, filled with vegetative soil(30) and set out with plants(40), and provided with many drain holes to transfer the load of soil which absorbs moisture from rainwater to the vegetation soil panel as it is not to be damaged and to discharge the moisture contained in vegetative soil properly toward the outside and to keep the optimum moisture in vegetative soil; and a water supply pipe(50) installed at the vegetative soil panel to supply to the vegetative soil filled in the vegetative soil panel periodically and provided with many drain holes.

Description

암절개지사면 토사 및 조경식재 유실방지구조{Sand and gardening plant loss preventive constructure of an rock incline}Sand and gardening plant loss preventive constructure of an rock incline}

도 1은 본 발명에 따른 암절개지사면 토사 및 조경식재 유실방지구조의 전체적인 구성을 보여주기 위한 사시도.1 is a perspective view for showing the overall configuration of the rock dissection slope and landscaping plant loss prevention structure according to the present invention.

도 2는 도 1에 따른 시공상태를 도시한 시공예시도.Figure 2 is a construction example showing a construction state according to FIG.

도 3은 도 2에 따른 시공상태 단면도.3 is a cross-sectional view of the construction state according to FIG.

<도면의 주요부위에 대한 부호 설명><Description of Signs of Major Parts of Drawings>

10...앙카10 ... Anchor

20...식생토 판넬20 ... vegetation soil panel

30...식생토30 ... vegetation soil

40...식물40 plants

50...물 공급관50 ... water supply pipe

본 발명은 절토된 암절개지 사면에 시공하여 집중호우 또는 토체 자중에 의 한 토사의 슬라이딩으로 토사 및 토사에 심어진 식재의 유실을 예방하기 위한 암절개지사면 조경식재 유실방지구조에 관한 것으로 특히, 사면에 성토된 토사의 유실은 효과적으로 방지하면서 식재된 식생물에는 물을 지속적으로 공급할 수 있도록 하여 보다 안정적인 사면을 형성할 수 있도록 하고 가뭄시 물부족으로 인하여 식물이 고사되는 것을 예방할 수 있도록 한 암절개지사면 토사 및 조경식재 유실방지구조에 관한 것이다.The present invention relates to a landscaping plant prevention structure to prevent the loss of planting planted in the soil and the soil by sliding of the soil by the heavy rain or soil weight by construction on the cut rock inclined slope Rock cut slope soil which effectively prevents the loss of soil sediment, while providing water to planted vegetation to form more stable slope, and prevent plant death due to lack of water during drought. And a landscaping plant prevention structure.

일반적으로 폭우나 홍수와 같은 천재지변에 의하여 산비탈이나 언덕의 경사면이 일부 훼손된 경우에는 훼손된 경사면을 일정량만큼 깍아내고 그 부분에 토사를 메워서 새로운 법면(경사면)을 조성하게 되고, 산비탈이나 언덕 부분에 도로나 철도 등을 새로이 개설할 경우에는 산비탈이나 언덕 부분을 일정량만큼 깍아내어 개설면을 평지화시킨 다음 나머지부분을 새로운 법면으로 조성하게 된다. 특히 암반지역의 경우에는 도로 또는 터널 개설을 위해 절개된 암절개지사면이 그대로 방치될 경우 주변 자연경관을 헤칠 우려가 있기 때문에 절개된 법면에 성토작업을 통해 토사를 채우고 그곳에 식물을 심어 자연친화적인 법면을 조성하게 된다. In general, when some slopes of the mountain slopes or hills are damaged by natural disasters such as heavy rain or flooding, the damaged slopes are shaved by a certain amount, and soils are filled in the areas to form new slopes (slopes). When new roads or railroads are newly opened, the mountain slopes or hills are scraped off by a certain amount to flatten the open side, and the rest is formed as a new law. Particularly in the case of rock area, if the rock cut incision opened for road or tunnel is left as it is, there is a possibility of going through the natural landscape. Therefore, the soil is filled with soil by planting on the cut and the plant is planted there. Will make up.

상기와 같이 토사를 깍아내거나 메워서 새로운 지형으로 조성한 성토지역이나 절토지역의 연약한 법면을 나대지로 방치할 경우에는, 폭우나 홍수등과 같은 여러 가지 자연적인 원인으로 인하여 법면의 토사가 쉽게 유실되므로서 번번히 법면의 복구작업이 수반되어야 할 뿐만 아니라, 심한 경우에는 나대지 상태의 법면 표면이 붕괴되어 인명과 재산피해를 유발시킬 위험성이 크기 때문에, 법면상에 별도의 보호구조물을 설치한 다음 법면을 녹화시키므로서 법면의 표면붕괴를 사전에 차 단하여야 한다.When the soft surface of the land area or cut area created by cutting or filling up the soil as a new terrain is left out as mentioned above, the soil surface of the surface is easily lost due to various natural causes such as heavy rain or flood. Not only does it need to be repaired on a regular basis, but in severe cases, the surface of the earth can collapse and the risk of human life and property damage is high. In this case, surface collapse of the surface should be blocked in advance.

상기와 같은 종래의 법면보호공법으로는 토사가 성토된 법면상에 격자 형태로 연결되는 콘크리트 블록을 보호구조물로서 설치하고, 이와 같이 설치된 각 콘크리트 블록의 내부에 잔디와 같은 초본식물을 심어 생육시키므로서 법면을 녹화시키도록 한 콘크리트 격자공법과, 법면상에 녹화시트와 같은 부직포를 덮어서 설치한 다음, 이와 같이 설치된 부직포의 상면에 그물 형태의 네트(Net)를 깔아서 법면을 일차적으로 보호시키고, 상기 네트의 상면에 잔디육성묘판을 앵커나 못으로 고정시키므로서 묘판에서 생육되는 잔디에 의하여 법면을 녹화시키도록 한 잔디묘판공법 등이 알려져 있다.In the conventional law protection method as described above, by installing a concrete block connected in a grid form on the soil surface of the earth and sand as a protective structure, by planting herbaceous plants such as grass in the interior of each concrete block installed in this way Concrete lattice method for greening the surface, and installed by covering the nonwoven fabric such as greening sheet on the surface, and then laid a net in the form of a net (Net) on the upper surface of the nonwoven fabric installed in this way to protect the surface first, the net Lawn seedling methods are known, in which the grass growing seedlings are fixed with anchors or nails on the upper surface of the grass seedlings so as to green the law by the grass grown in the seedlings.

그러나, 상기한 종래의 법면보호공법 중에서 전자에 해당하는 콘크리트 격자공법은, 상당한 중량을 지닌 기성폼 형태의 콘크리트가 이용되기 때문에 그 시공이 매우 까다로울 뿐 아니라 시공시 중장비가 동원되어야만 하고, 또한 운반하는 데에 따른 경비가 상당히 소요되며, 콘크리트 블록의 설치 및 유지관리에 많은 비용과 시간이 소요되는 문제점이 있다. 특히, 법면을 따라 설치된 콘크리트 블록의 무게에 의하여 법면 하단부에 설치된 하나의 콘크리트 블록이 무너져 내리게 되면, 그 주변의 다른 콘크리트 블록까지 같이 무너져 내리게 되므로서 시공성과 안전성의 면에서 많은 문제점이 노출되었다.However, the concrete lattice method corresponding to the former of the above conventional surface protection method is not only very difficult to install, but also requires heavy equipment to be used during the construction, since the concrete lattice method having a considerable weight is used. There is a problem in that it takes quite a lot of money and costs a lot of time and money to install and maintain concrete blocks. In particular, when one concrete block installed at the bottom of the surface collapses due to the weight of the concrete block installed along the surface, it collapses down to the other concrete blocks in the vicinity thereof, thereby exposing many problems in terms of construction and safety.

본 발명은 상기한 종래의 문제점을 해결하기 위한 것으로서, 절개된 암절개 지사면에 다수의 앙카를 박아 법면에 대해 그 폭방향으로 다수의 앙카열을 형성하고 각각의 앙카열에는 식생토 판넬을 얹은 후 그곳에 식생토를 채워 초본식물을 식재토록 함으로써, 그 시공이 매우 간단하고 용이하면서도 토사의 유실을 효과적으로 방지할 수 있는 암절개지사면 토사 및 조경식재 유실방지구조를 제공하는 데에 그 목적이 있다.The present invention is to solve the above-mentioned conventional problems, and to form a plurality of anchor columns in the width direction relative to the law by putting a plurality of anchors in the incision female incision branch surface, each of the anchor columns after the vegetation soil panel By filling the vegetation soil there and planting herbaceous plants, the purpose of the construction is very simple and easy to effectively prevent the loss of earth and sand slope slope landscaping and landscaping plant prevention structure is to provide a structure.

또한 본 발명은 상기 식생토가 채워지는 식생토 판넬벽 측에 식생토로 물을 지속적으로 공급할 수 있는 물 공급관을 부설하여 물을 주기적으로 공급할 수 있도록 함으로써, 가뭄시 물 부족으로 인해 식재된 식생물이 고사되는 것을 예방할 수 있도록 하는 데에 다른 목적이 있다.In another aspect, the present invention by laying a water supply pipe that can continuously supply water to the vegetation soil panel side filled with vegetation soil, so that the water can be supplied periodically, the vegetation planted due to lack of water during drought There is another purpose to help prevent death.

상기 목적을 달성하기 위하여 본 발명은, 도로 또는 터널 개설을 위해 인위적으로 절개된 암절개지사면의 토사 유실을 방지하기 위한 법면 보호구조물에 있어서, 절개된 암절개지사면에 등간격으로 앙카를 박아 법면에 대해 그 폭방향으로 다수의 앙카열을 형성하고, 각각의 앙카열에는 식생토 판넬을 얹어 연속해서 단차진 계단형태의 구조물을 이루도록 하며, 상기 계단형태의 구조물을 이룬 식생토 판넬 위에는 식생토를 채우고 식물을 식재하여 자연친화적인 분위기를 연출함과 동시에 법면에 성토된 토사의 유실을 방지할 수 있도록 한 것을 특징으로 하는 암절개지사면 토사 및 조경식재 유실방지구조가 제공된다.In order to achieve the above object, the present invention, in the surface protection structure for preventing the loss of soil of the rock dissection slope artificially cut for the road or tunnel opening, anchored at equal intervals on the cut incision rock slope to the front surface Form a plurality of anchor columns in the width direction, and each anchor column is placed on the vegetation soil panel to form a stepped structure in succession, and the vegetation soil is filled on the vegetation soil panel forming the step structure. Planting plants to provide a natural-friendly atmosphere and at the same time to prevent the loss of soil sediment on the slope is provided with a rock cut slope soil and landscaping prevention structure.

여기에서, 본 발명에 적용된 상기 식생토 판넬에는 수분을 흡수한 토체하중 이 무리하게 전가되는 것을 방지하기 위해 등 또는 부등간격으로 다수의 배수홀이 천공될 수도 있다.Here, in the vegetation soil panel applied to the present invention, a plurality of drainage holes may be perforated at equal or unequal intervals in order to prevent excessive transfer of soil loads absorbing moisture.

바람직하게 상기 배수홀에는 식생토 및 이물질은 걸러내고 수분만이 아래로 빠져나갈 수 있도록 거름망이 더 설치될 수도 있다.Preferably, the drainage hole may further be provided with a strainer to filter vegetation soil and foreign matter and to escape only moisture.

또한, 본 발명에 따른 암절개지사면 토사 및 조경식재 유실방지구조에 의하면 상기 식생토가 채워지는 식생토 판넬 측에는 식생토 판넬에 채워진 식생토로 물을 지속적으로 공급할 수 있는 물 공급관이 부설될 수도 있다.In addition, according to the rock cut slope soil and landscaping plant loss prevention structure according to the present invention may be provided on the side of the vegetation soil panel filled with vegetation soil water supply pipe which can continuously supply water to the vegetation soil filled in the vegetation soil panel.

이하, 본 발명의 바람직한 실시예를 첨부한 도면을 참조하여 상세히 설명하기로 한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 발명의 일실시예에 따른 암절개지사면 토사 및 조경식재 유실방지구조의 전체적인 구성을 보여주기 위한 도면이다.1 is a view for showing the overall configuration of the rock dissection slope and landscaping plant loss prevention structure according to an embodiment of the present invention.

도 1을 참조하면, 본 발명에 따른 암절개지사면 토사 및 조경식재 유실방지구조는 절개된 암절개지사면에 시공되는 다수의 앙카(10)와, 상기 시공된 앙카(10)위에 얹혀져 토체하중을 지지하는 식생토 판넬(20) 및, 식생토 판넬(20)에 채워지는 식생토에 주기적으로 물을 공급하는 물 공급관(50)을 포함한다. Referring to Figure 1, the rock dissection slope earth and landscaping plant loss prevention structure according to the present invention is a plurality of anchors (10) to be installed on the incision rock dissection slope, and is mounted on the constructed anchor (10) to support the earth load It includes a vegetation soil panel 20, and a water supply pipe 50 for periodically supplying water to the vegetation soil filled in the vegetation soil panel 20.

좀더 구체적으로, 앙카(10)는 절개된 암절개지사면에 등간격으로 설치되어 도면에서와 같이 법면(1)에 대해 그 폭방향으로 다수의 앙카열을 형성하며, 상기 각각의 앙카열에는 식생토 판넬(20)이 얹혀져 암절개지사면에 길이방향으로 연속해서 단차진 계단형태의 구조물을 이룬다. 상기 계단형태의 구조물을 이룬 각각의 식 생토 판넬(20) 위에는 식생토(30)가 채워지고 이곳에는 식물(40)이 식재되어 자연친화적인 분위기를 연출함과 동시에 법면에 성토된 토사의 유실을 방지한다.More specifically, the anchors 10 are installed at equal intervals on the incised female incision slope to form a plurality of anchor columns in the width direction with respect to the law surface 1, as shown in the drawing, each of the anchor columns The panel 20 is mounted to form a stepped structure continuously in the longitudinal direction on the female incision. The vegetation soil 30 is filled on each of the food soil panel 20 forming the staircase structure, and the plants 40 are planted therein to create a natural-friendly atmosphere, and at the same time, the loss of soil deposited on the surface of the soil prevent.

여기에서, 상기 식생토 판넬(20)에는 등 또는 부등간격으로 다수의 배수홀(22)을 천공함이 바람직하다. 이는 장마 또는 홍수시 수분을 흡수한 토체하중이 식생토 판넬에 그대로 전가되어 식생토 판넬이 파손되는 것을 예방하기 위함이며, 아울러 식생토에 포함된 수분을 적절히 외부로 배출하여 항상 적정수준의 수분이 식생토에 잔류할 수 있도록 함으로써 식물 생장에 최적의 조건을 제공하기 위함이다. 이와 같은 배수홀(22)에는 식생토 및 이물질은 걸러내고 수분만이 아래로 빠져나갈 수 있도록 거름망(220)을 설치함이 좋을 것이다.Here, it is preferable that the vegetation soil panel 20 drills a plurality of drainage holes 22 at equal or unequal intervals. This is to prevent the soil load absorbed during rainy season or flood as it is transferred to the vegetation soil panel as it is, and also to prevent the damage of vegetation soil panel to the outside. This is to provide optimum conditions for plant growth by allowing them to remain in the vegetation soil. In such a drain hole 22, it will be better to install a strainer 220 to filter vegetation soil and foreign matter to escape only down the moisture.

물 공급관(50)은 상기 식생토가 채워지는 식생토 판넬(20) 측에 부설되어 식생토 판넬(20)에 채워진 식생토(30)로 물을 지속적으로 공급한다. 이러한 물 공급관(50)은 도 1에서와 같이 그 외주연에 등 또는 부등간격에 걸쳐 다수의 배수공(500)이 천공된 강관 또는 PVC재질의 파이프로서 각각의 식생토 판넬(20)의 길이방향으로 설치되며, 각각의 물 공급관(50)은 미도시된 메인 관과 연결되어 물을 공급받는다.The water supply pipe 50 is continuously placed on the vegetation soil panel 20 in which the vegetation soil is filled, and continuously supplies water to the vegetation soil 30 filled in the vegetation soil panel 20. The water supply pipe 50 is a steel pipe or a pipe made of PVC material in which a plurality of drainage holes 500 are perforated at equal or inequality intervals on the outer circumference thereof, as shown in FIG. It is installed, each water supply pipe 50 is connected to the main pipe not shown is supplied with water.

이와 같이 구성된 본 발명은 도 2내지 도 3과 같이 도로 또는 터널 개설을 위해 인위적으로 절개된 암절개지사면(1)에 시공되어 사면에 성토된 토사의 유실을 효과적으로 방지한다. 본 발명에 따른 암절개지사면 토사 및 조경식재 유실방지구조의 그 시공과정을 좀 더 구체적으로 살펴본다.The present invention configured as described above is effectively installed in the rock incision slope (1) artificially cut for the road or tunnel opening as shown in Figures 2 to 3 effectively prevents the loss of soil deposited on the slope. The construction process of the rock incision slope soil and landscaping plant loss prevention structure according to the present invention looks more specifically.

우선, 절개된 암절개지사면에 앙카(10)를 박아 절개면에 대해 그 폭방향으로 다수의 앙카열을 형성한다. 이 때, 상기 앙카(10)는 그 일부가 암절개지의 지반내부에 박혀 견고히 고정되도록 하고 일부는 암절개지의 법면과 대략 수직으로 돌출되도록 시공한다. First, anchors 10 are embedded in the incised female incisions to form a plurality of anchor columns in the width direction with respect to the incisions. At this time, the anchor 10 is built so that part of it is embedded in the ground of the rock incision firmly fixed, and part is constructed so as to project approximately perpendicular to the normal surface of the cancer incision.

그런 다음,상기 각각의 앙카열에는 장방형의 식생토 판넬(20)을 얹어 암절개지사면에 길이방향으로 연속해서 단차진 계단형태의 구조물을 이루도록 한다. 이 때, 이러한 식생토 판넬(20)로는 일반적인 금속재 또는 합성수지재 판넬을 적용함이 바람직하며, 특히 무리한 토체하중에도 변형이 발생되지 않도록 폭방향으로 연속된 굴곡을 갖는 파형강판을 사용함이 좋을 것이다.Then, each anchor row is mounted with a rectangular vegetation soil panel 20 to form a stepped structure continuously in the longitudinal direction on the female incision slope. At this time, it is preferable to apply a general metal or synthetic resin panel, such as vegetation soil panel 20, in particular it would be preferable to use a corrugated steel sheet having a continuous curve in the width direction so that deformation does not occur even in an excessive soil load.

마지막으로, 상기 앙카(10)위에 안착된 식생토 판넬(20) 위에는 물 공급관(50)을 매설하고 도면과 같이 식생토(30)를 채운 후 식물(40)을 식재하여 자연친화적인 분위기가 연출되도록 하면 간단하게 그 시공이 완료된다.Finally, the vegetation soil panel 20 seated on the anchor 10 is buried in the water supply pipe 50 and filled with vegetation soil 30, as shown in the plant 40 to produce a natural atmosphere atmosphere The construction is simply completed if possible.

이와 같이 시공되는 본 발명에 따르면, 절개된 암절개지사면에 다수의 앙카(10)를 박아 법면에 대해 그 폭방향으로 다수의 앙카열을 형성하고 각각의 앙카열에는 식생토 판넬(20)을 얹은 후 그곳에 식생토(30)를 채워 식물(40)을 식재하는 구조로서, 시공이 매우 간단하고 용이하면서도 각 구간별로 나눠서 식생토의 토체하중을 분산 지지할 수 있게 되므로 장마철 또는 홍수시에도 법면에 채워진 토사가 붕괴되거나 유실될 우려가 거의 없다.According to the present invention constructed as described above, a plurality of anchors (10) are embedded in the incised female incision slope to form a plurality of anchor columns in the width direction with respect to the law surface, and each anchor column is equipped with a vegetation soil panel (20) After filling the vegetation soil 30 there and planted the plant 40, the construction is very simple and easy to divide the soil load of the vegetation soil by dividing by each section, so the soil filled in the surface during the rainy season or flooding Is unlikely to collapse or be lost.

또한, 본 발명은 상기 식생토(30)가 채워지는 식생토 판넬(20) 측에 식생토로 물을 지속적으로 공급할 수 있는 물 공급관(50)이 부설됨으로써, 물을 주기적으로 공급할 수 있어서 가뭄시 물 부족으로 인해 식재된 식생물이 고사되는 것을 예 방할 수 있다.In addition, the present invention is provided by the water supply pipe 50 which can continuously supply water to the vegetation soil on the vegetation soil panel 20 side is filled with vegetation soil 30, it is possible to periodically supply water to the water during drought Shortages can prevent planted vegetation.

이상에서 살펴본 바와 같이 본 발명인 암절개지사면 토사 및 조경식재 유실방지구조에 의하면, 친환경적인 분위기를 연출할 수 있으면서도 그 시공이 매우 간단하고 용이하며, 구간별로 토체하중을 분산지지하는 구조로서 절개면에 성토된 토사의 붕괴 및 유실을 효과적으로 방지할 수 있다.As described above, according to the present invention, according to the present invention, it is possible to produce an environment-friendly atmosphere, but the construction is very simple and easy, and the structure is distributed and supported on the incision surface by section. It can effectively prevent the collapse and loss of the soil.

또한, 물 공급관의 부설로 인하여 식생토에 식재된 식생물에 물을 주기적으로 공급할 수 있어서 가뭄시 물 부족으로 인해 식생물이 고사되는 것을 예방할 수 있는 효과가 있다.In addition, the water supply pipe can be periodically supplied to the vegetation planted in the vegetation soil due to the installation of the water supply pipe has the effect of preventing the death of vegetation due to lack of water during drought.

이상에서 설명한 것은 본 발명에 따른 암절개지사면 토사 및 조경식재 유실방지구조를 실시하기 위한 하나의 실시예에 불과한 것으로서, 본 발명은 상기한 실시예에 한정되지 않고, 이하의 특허청구범위에서 청구하는 바와같이 본 발명의 요지를 벗어남이 없이 당해 발명이 속하는 분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변경 실시가 가능한 범위까지 본 발명의 기술적 정신이 있다고 할 것이다.What has been described above is just one embodiment for implementing a rock incision slope earth and landscaping plant loss prevention structure according to the present invention, the present invention is not limited to the above embodiment, which is claimed in the following claims As will be apparent to those skilled in the art to which the present invention pertains without departing from the gist of the present invention, the technical spirit of the present invention may be changed to the extent that various modifications can be made.

Claims (4)

도로 또는 터널 개설을 위해 인위적으로 절개된 암절개지사면의 토사 유실을 방지하기 위한 계단형태의 법면 보호구조물로서 내부에 채워지는 식생토를 포함하며 식생토에는 식물이 식재되어 자연친화적인 분위기를 연출할 수 있도록 이루어진 법면 보호구조물에 있어서, As a stairway-type surface protection structure to prevent the loss of earth and sand of artificially cut incisions to open roads or tunnels, it includes vegetated soil filled inside and vegetation is planted in the vegetation soil to create a nature-friendly atmosphere. In the legal protection structure, 절개된 암절개지사면에 박히는 다수의 앙카(10)를 통해 형성되는 앙카열과;Anchor fever formed through a plurality of anchors (10) that are embedded in the incised cancer incision slope; 각각의 앙카열의 앙카 위에 얹혀져 지지되며, 그 내측에는 상기 식생토(30)가 채워지는 식생토 판넬(20);을 포함하며,It is mounted on the anchor of each anchor column, the vegetation soil panel 20, the inside of which is filled with the vegetation soil 30; 상기 식생토(30)가 채워지는 식생토 판넬(20) 안쪽에는 이 식생토 판넬에 채워지는 식생토에 물을 지속적으로 공급할 수 있는 물 공급관(50)이 배치되는 것을 특징으로 하는 암절개지사면 토사 및 조경식재 유실방지구조.The cancer inclined slope slope is disposed inside the vegetation soil panel 20, which is filled with the vegetation soil 30, is provided with a water supply pipe 50 for continuously supplying water to the vegetation soil filled in the vegetation soil panel. And landscaping plant loss prevention structure. 삭제delete 삭제delete 삭제delete
KR1020060022743A 2006-03-10 2006-03-10 Sand and gardening plant loss preventive constructure of an rock incline KR100648884B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020060022743A KR100648884B1 (en) 2006-03-10 2006-03-10 Sand and gardening plant loss preventive constructure of an rock incline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020060022743A KR100648884B1 (en) 2006-03-10 2006-03-10 Sand and gardening plant loss preventive constructure of an rock incline

Publications (1)

Publication Number Publication Date
KR100648884B1 true KR100648884B1 (en) 2006-11-24

Family

ID=37713270

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020060022743A KR100648884B1 (en) 2006-03-10 2006-03-10 Sand and gardening plant loss preventive constructure of an rock incline

Country Status (1)

Country Link
KR (1) KR100648884B1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104074198A (en) * 2014-07-08 2014-10-01 王光军 Efficient vegetation-restoration rocky slope technology for greening holes
CN108487263A (en) * 2018-03-16 2018-09-04 三峡大学 A method of restoration of the ecosystem is carried out to rock matter gradient slope using solid gabion
CN111851532A (en) * 2020-07-20 2020-10-30 河南城建学院 Improved expansive soil high and steep slope structure
CN112442994A (en) * 2020-09-22 2021-03-05 中国水电顾问集团贵阳勘测设计研究院岩土工程有限公司 Micro pile and anchor cable combined supporting structure for treating dangerous rock mass and construction method thereof
CN113565081A (en) * 2021-08-12 2021-10-29 北京江河中基工程咨询有限公司 Method for preventing and treating water and soil loss of construction site
CN114482225A (en) * 2022-02-15 2022-05-13 嘉兴市环泰工程技术有限公司 Be used for soil and water to keep ecological remediation to administer device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104074198A (en) * 2014-07-08 2014-10-01 王光军 Efficient vegetation-restoration rocky slope technology for greening holes
CN108487263A (en) * 2018-03-16 2018-09-04 三峡大学 A method of restoration of the ecosystem is carried out to rock matter gradient slope using solid gabion
CN111851532A (en) * 2020-07-20 2020-10-30 河南城建学院 Improved expansive soil high and steep slope structure
CN112442994A (en) * 2020-09-22 2021-03-05 中国水电顾问集团贵阳勘测设计研究院岩土工程有限公司 Micro pile and anchor cable combined supporting structure for treating dangerous rock mass and construction method thereof
CN113565081A (en) * 2021-08-12 2021-10-29 北京江河中基工程咨询有限公司 Method for preventing and treating water and soil loss of construction site
CN114482225A (en) * 2022-02-15 2022-05-13 嘉兴市环泰工程技术有限公司 Be used for soil and water to keep ecological remediation to administer device

Similar Documents

Publication Publication Date Title
KR100920027B1 (en) Vegetation Method Reinforced Soil Slopes with Geotextile Curtain Wall combined with steel buckel and anchor Nails
KR100648884B1 (en) Sand and gardening plant loss preventive constructure of an rock incline
KR101101281B1 (en) Mat for planting tree on sloop
KR102226656B1 (en) Trees Growing Slope Area Greening Method
CN110258589B (en) Ecological slope protection structure for preventing and treating slump of expansive soil slope and construction method
CN110612793A (en) Spray-seeding greening method for waste rock hill
KR100684542B1 (en) Foundation structure of slope face protect block forroad
KR100671902B1 (en) Method of constructing levee with ecological environment
CN206267161U (en) A kind of three-dimension vegetative net slope protection construction structure suitable for soil-slope
KR100443037B1 (en) Slope cover block
KR20060011929A (en) Plantation works with plantation mat for earth slope
KR100495709B1 (en) Ecology restoration mat
KR100884017B1 (en) Method of Constructing Bank Walls with Recovering Natural Environment
KR101074565B1 (en) Method for green planting a slope by jute-net and pulp
CN212561559U (en) Green protection architecture in steep hillside based on biological stake and tendril plant
KR200420007Y1 (en) Landscape bringing up structure in incline surface of incision ground of road
KR100496118B1 (en) Method to keep a green slope surface
KR20100027677A (en) Slope cover block
Sotir et al. Live and inert fascine streambank erosion control
CN221589647U (en) Biological protection structure suitable for steep rock highway side slope in mountain area
RU2800940C1 (en) Method for construction of anti-erosion lining using flexible mattresses
KR100680035B1 (en) Method of constructing levee with ecological environment
KR200271898Y1 (en) Slope cover block
JP5699291B2 (en) Vegetation method
JP2000166386A (en) Mat for preventing growth of plant, and a cylindrical body

Legal Events

Date Code Title Description
A201 Request for examination
N231 Notification of change of applicant
A302 Request for accelerated examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
N231 Notification of change of applicant
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20111115

Year of fee payment: 6

LAPS Lapse due to unpaid annual fee