KR20060124528A - Plant structure of tree for protecting sectional incline face at road - Google Patents

Plant structure of tree for protecting sectional incline face at road Download PDF

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Publication number
KR20060124528A
KR20060124528A KR1020050072832A KR20050072832A KR20060124528A KR 20060124528 A KR20060124528 A KR 20060124528A KR 1020050072832 A KR1020050072832 A KR 1020050072832A KR 20050072832 A KR20050072832 A KR 20050072832A KR 20060124528 A KR20060124528 A KR 20060124528A
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tree
road
slope
planting
vegetation
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KR1020050072832A
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Korean (ko)
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이종만
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솔렌스(주)
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    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01CPLANTING; SOWING; FERTILISING
    • A01C5/00Making or covering furrows or holes for sowing, planting or manuring
    • 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
    • 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
    • E02D2300/0004Synthetics
    • E02D2300/0006Plastics
    • E02D2300/0009PE

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

Abstract

A structure for planting trees on an incline of a road cutting slope is provided to prevent the sliding phenomenon of soils on an incline of a road cutting slope and to protect natural environment by planting trees in a vegetation hole protector inserted to a vegetation hole of an incline of a road cutting slope. A structure for planting trees on an incline of a road cutting slope is formed by perforating a vegetation hole(4) for planting a tree on an incline(2) of a road cutting slope vertically, inserting a cylindrical vegetation hole protector(5) made with high density polyethylene to the vegetation hole, and planting a tree(3) by inserting the root of the tree in the vegetation hole protector and filling up with vegetation soils(6).

Description

도로 암절개지 경사면의 수목 식재 구조{Plant structure of tree for protecting sectional incline face at road} Plant structure of tree for protecting sectional incline face at road}

도1은 종래의 암절개지 경사면에 양잔디를 식재하여 문제가 되는 것을 도시한 단면도,1 is a cross-sectional view showing a problem by planting both grass on the slope of the conventional incision;

도2는 본 발명에 의한 도로 암절개지 경사면의 수목 식재 구조를 도시한 단면도,Figure 2 is a cross-sectional view showing a tree planting structure of the slope of the road rock cutout according to the present invention;

도3은 본 발명에 의한 도로 암절개지 경사면의 수목 식재 구조를 상세 도시한 단면도,Figure 3 is a cross-sectional view showing in detail the tree planting structure of the incline slope of road rock according to the present invention;

도4는 본 발명에 의한 도로 암절개지 경사면의 수목 식재 구조를 도시한 분해 사시도이다.Figure 4 is an exploded perspective view showing the tree planting structure of the slope of the road rock cutout according to the present invention.

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>

2 : 암절개지 경사면 3 : 수목2: rock incision slope 3: tree

4 : 식생홀 5 : 식생홀 보호대4: Vegetation Hall 5: Vegetation Hall Guard

6 : 식생토 6: vegetation soil

본 발명은 도로 암절개지 경사면의 수목 식재 구조에 관한 것으로, 도로 암절개지의 경사면에 수목을 식재시 절개지 경사면의 슬라이딩 현상을 방지하도록 한 도로 암절개지 경사면의 수목 식재 구조에 관한 것이다.The present invention relates to a tree planting structure of the slope of the road rock cutout, and to a tree planting structure of the slope of the road rock cutout to prevent the sliding phenomenon of the slope of the incision when planting trees on the slope of the road rock cutout.

잔디는 생육환경에 따라 여름에 건강한 난지형잔디와 봄과 가을에 건강한 한지형잔디로 분류됩니다. 이 난지형 잔디는 25∼35℃의 따뜻한 지역에서 잘 자라고, 한지형 잔디는 15∼25℃의 서늘한 지역에서 잘 자라는 것이 보통입니다. 우리가 흔히 양잔디, 서양잔디, 사계절 잔디라고 불리는 잔디는 한지형잔디를 말한다. Grass is classified into healthy warm grass in summer and cold grass in spring and autumn depending on the growing environment. It is common for these warm-land grasses to grow well in warm areas of 25-35 ° C, and cold-growth grasses to grow well in cool areas of 15 to 25 ° C. Grass, commonly called sheep grass, western grass, and four-season grass, refers to cold grass.

특히 우리나라에 많이 이용되고 있는 난지형잔디는 한국잔디류이며, 엽폭에 따라 광엽형한국잔디, 중엽형한국잔디, 세엽형한국잔디류로 구분된다. 또한 따뜻한 지역에서 잘 자라는 버뮤다그래스도 이에 속한다. 난지형잔디의 생육은 4월 중순부터 시작되어 여름 장마철에 최성기를 이루고 10월 중순부터 휴면(황변)에 들어갑니다. 번식력은 버뮤다그래스가 한국잔디류보다 3배 이상 빠르다. 난지형잔디는 답압에 매우 강하나 밟지 않는 경우에 지나치게 신장하며 음지에 약한 것이 단점이다. 한국잔디는 특히 전 세계적으로 우수한 잔디로 평가받고 있는 좋은 잔디이다. In particular, Nanji grass is widely used in Korea, and it is divided into broad-leaf Korean grass, mid-leaf Korean grass, and three-leaf Korean grass. Also included is Bermudagrass, which grows well in warmer areas. Nanji turf grows in mid-April, peaks in the summer rainy season, and enters dormancy (yellowing) in mid-October. Bermuda grass is three times faster than Korean grass. Nanji turf is very strong in the pressure, but if you do not step on it is too long and weak in the shade. Korean grass is a good grass, which is regarded as an excellent grass around the world.

우리나라에서 양잔디, 서양잔디, 사계절잔디로 불리는 한지형잔디는 3월 중순에 생육을 시작하여 봄과 가을에 생육 최성기를 이루고 12월 중순까지 녹색을 유지한다. 12월 중순에서 3월까지는 휴면기로 노랗게 변한다. 이러한 양잔디는 기온이 더 따뜻한 곳으로 가면 사계절 푸르름을 볼 수 있지만, 우리나라의 중부지방에서는 안타깝게도 3개월 정도의 휴면기간을 갖는다. 고온 다습한 여름철 환경에서는 생육이 크게 쇠퇴하고 병충해의 위험이 있으므로 사용을 자제하거나 물 관리에 유 의해야 한다. 양잔디는 초기 발아 및 생육속도가 빨라 생육적기에는 파종 후 4∼5일만에 80% 이상 발아를 한다.In Korea, the one-to-one grass, known as sheep grass, western grass, and four season grass, starts growing in mid-March, reaches its peak in spring and autumn, and remains green until mid-December. From mid-December to March, it turns yellow. These grasses can be seen in four seasons when the temperature is warmer, but unfortunately in the central region of Korea, they have a dormant period of three months. In the hot and humid summer environment, growth is greatly reduced and there is a danger of pests. Sheep grass germinates rapidly and grows rapidly, and in the growing season, more than 80% germination occurs in 4-5 days after sowing.

도1에 도시된 바와 같이, 도로의 측면 암절개지의 경사면에는 양잔디(1)를 많이 식재하여 시공하고 있으나, 양잔디는 생육적기에 파종후 4∼5일만에 80% 이상 발아하기 때문에 그 뿌리가 연약하여 단기간 내에 죽어버려 절개지 경사면이 함몰되는 슬라이딩 현상이 발생하고, 이에 따라 경사면의 토사가 밀려 도로의 양측의 배수로 등이 매립되는 문제점이 있다.As shown in Figure 1, but the slopes of the side cancer incision of the road is planted and installed a lot of grass (1), but because the grass grows more than 80% in 4-5 days after planting during the growing season its roots are fragile Therefore, a sliding phenomenon occurs in which the inclined surface of the incision becomes inclined to die within a short period of time, and thus, the soil of the inclined surface is pushed up so that drainage channels on both sides of the road are buried.

따라서, 본 발명은 상기와 같은 문제점을 해결하기 위한 것으로써, 본 발명의 목적은 암절개지 경사면에 식재되는 수목을 식재홀 보호대 내에 식재하여 암절개지 경사면이 함몰되는 것을 방지하도록 한 도로 암절개지 경사면의 수목 식재 구조를 제공하는 데 있다.Therefore, the present invention is to solve the above problems, an object of the present invention is to plant trees in the rock cutting slope slope planting in the planting hole guard to prevent the incision of the rock cutting edge slope to prevent the incision. To provide a tree planting structure.

따라서, 상기와 같은 목적을 실현하기 위하여 본 발명에 따른 도로 암절개지 경사면의 수목 식재 구조는, 도로의 측면 암절개지 경사면에 수목을 식재하는 구조에 있어서, 상기 암절개지 경사면에 수목을 식재하기 위한 식생홀을 연직 방향으로 파내고, 이 식생홀에 고밀도 폴리에틸렌으로 된 망사 원통형의 식생홀 보호대를 삽입하는 한편, 상기 식생홀 보호대 내에 식생토와 함께 수목을 심는 구조로 된 것을 특징으로 한다. Accordingly, in order to realize the above object, the tree planting structure of the road rock cutting slope according to the present invention is a plant for planting trees on the side rock cutting slope of the road, and the vegetation for planting the tree on the rock cutting slope. The hole is dug in the vertical direction, and the vegetation hole guards made of high density polyethylene are inserted into the vegetation holes, while the trees are planted together with the vegetation soil in the vegetation hole guards.

이하, 본 발명의 실시예를 첨부된 도면을 참조하면서 상세히 설명한다.Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도2는 본 발명에 의한 도로 암절개지 경사면의 수목 식재 구조를 도시한 단면도이고, 도3은 본 발명에 의한 도로 암절개지 경사면의 수목 식재 구조를 상세 도시한 단면도이며, 도4는 본 발명에 의한 도로 암절개지 경사면의 수목 식재 구조를 도시한 분해 사시도이다.Figure 2 is a cross-sectional view showing the tree planting structure of the road rock cut slope in accordance with the present invention, Figure 3 is a cross-sectional view showing a detailed tree planting structure of the road rock cut slope in accordance with the present invention, Figure 4 It is an exploded perspective view which shows the tree planting structure of the slope of a road cutaway site.

도2 내지 도4에 도시된 바와 같이, 본 발명에 의한 도로 암절개지 경사면의 수목 식재 구조는, 도로의 측면 암절개지 경사면에 수목을 식재하는 구조에 있어서, 상기 암절개지 경사면(2)에 수목(3)을 식재하기 위한 식생홀(4)을 연직 방향으로 파내고, 이 식생홀(4)에 고밀도 폴리에틸렌으로 된 망사 원통형의 식생홀 보호대(5)를 삽입하는 한편, 상기 식생홀 보호대(5) 내에 식생토(6)와 함께 수목(3)을 심는 구조로 되어 있다.As shown in Figures 2 to 4, the tree planting structure of the road rock cutting slope in accordance with the present invention, in the structure of planting the tree on the side rock cutting slope slope of the road, the tree on the rock cutting slope (2) The vegetation hole 4 for planting 3) is excavated in the vertical direction, and the vegetation hole guard 5 of the mesh cylindrical vegetation hole made of high-density polyethylene is inserted into the vegetation hole 4, while the vegetation hole guard 5 The tree 3 is planted together with the vegetation soil 6 inside.

이와 같이 구성된 본 발명의 작용 및 효과를 설명하면, 도로를 형성하면서 산간지역을 절개하여 도로의 양측에 경사면을 조성한 암절개지 경사면에 잔디를 식재하고, 수목을 식재하게 되는 바, 암절개지 경사면에 연직 방향으로 식생홀(4)을 파고, 이 식생홀(4) 내에 원통형상이면서 망사형의 고밀도 폴리에틸렌으로 된 식생홀 보호대(5)를 삽입한다. 이 식생홀 보호대(5) 내에 수목(3)의 뿌리를 삽입하고 식생토(6)를 채워 넣어 수목(3)의 식재를 완료한다.When explaining the operation and effect of the present invention configured as described above, the grass is planted on the rock cut slope slope formed by cutting the mountain area while forming a road to form slopes on both sides of the road, the trees are planted, vertical to the rock cut slope The vegetation hole 4 is dug in the direction, and the vegetation hole protector 5 made of cylindrical and mesh-type high density polyethylene is inserted into the vegetation hole 4. The root of the tree 3 is inserted into the vegetation hole guard 5 and the vegetation soil 6 is filled to complete the planting of the tree 3.

이와 같이 수목(3)을 식재할 경우, 암절개지 경사면(2)에 연직 방향으로 천공된 식생홀(4) 내에 삽입된 식생홀 보호대(5)에 의해 토사가 밀리는 슬라이딩 현상이 방지된다. 또한, 수목(3)의 식재함으로써, 암절개지 경사면의 조경 녹화에 의한 자연 환경을 보존하게 되는 것이다.When planting the tree 3 in this way, the sliding phenomenon that the earth and sand is pushed by the vegetation hole guard 5 inserted in the vegetation hole 4 perforated in the vertical direction to the female incision slope 2 is prevented. Moreover, by planting the tree 3, the natural environment by the landscaping greening of the incline slopes is preserved.

상기한 바와 같이 구성된 본 발명의 도로 암절개지 경사면의 수목 식재 구조에 의하면, 암절개지 경사면(2)에 연직 방향으로 천공된 식생홀(4) 내에 삽입된 식생홀 보호대(5) 내에 수목(3)을 식재하여 암절개지 경사면의 토사가 밀리는 슬라이딩 현상이 방지될 뿐만 아니라 암절개지 경사면(2)의 조경 녹화에 의한 자연 환경을 보존하는 효과가 있다.According to the tree planting structure of the road female incision slope of the present invention configured as described above, the tree 3 in the vegetation hole protector 5 inserted in the vegetation hole 4 perforated in the vertical direction to the female incision slope 2 By planting the not only the sliding phenomenon of the soil sedimentation of the rock incision slope is prevented, but also has the effect of preserving the natural environment by landscaping greenery of the rock incision slope (2).

Claims (1)

도로의 측면 암절개지 경사면에 수목을 식재하는 구조에 있어서, 상기 암절개지 경사면(2)에 수목(3)을 식재하기 위한 식생홀(4)을 연직 방향으로 파내고, 이 식생홀(4)에 고밀도 폴리에틸렌으로 된 망사 원통형의 식생홀 보호대(5)를 삽입하는 한편, 상기 식생홀 보호대(5) 내에 식생토(6)와 함께 수목(3)을 심는 구조로 된 것을 특징으로 하는 도로 암절개지 경사면의 수목 식재 구조.In the structure of planting the tree on the side incline slope of the road, the vegetation hole 4 for planting the tree 3 on the rock incision slope 2 is dug in the vertical direction, and the vegetation hole 4 An inclined surface of a road cancer incision comprising a mesh cylindrical vegetation hole guard 5 made of high-density polyethylene, while a tree 3 is planted together with the vegetation soil 6 in the vegetation hole guard 5. Tree planting structure.
KR1020050072832A 2005-05-31 2005-08-09 Plant structure of tree for protecting sectional incline face at road KR20060124528A (en)

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KR20050015392 2005-05-31

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100844869B1 (en) * 2007-03-19 2008-07-09 에스케이건설 주식회사 A tree planting structure for slope
CN112514590A (en) * 2020-12-03 2021-03-19 四川云辰园林科技有限公司 Drainage transformation method for soil layer of cohesive soil before tree planting
CN115316169A (en) * 2022-07-11 2022-11-11 北京市政路桥股份有限公司 Basin-type ancient tree protection structure constructed synchronously by utilizing tunnel anchor rods and construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100844869B1 (en) * 2007-03-19 2008-07-09 에스케이건설 주식회사 A tree planting structure for slope
CN112514590A (en) * 2020-12-03 2021-03-19 四川云辰园林科技有限公司 Drainage transformation method for soil layer of cohesive soil before tree planting
CN115316169A (en) * 2022-07-11 2022-11-11 北京市政路桥股份有限公司 Basin-type ancient tree protection structure constructed synchronously by utilizing tunnel anchor rods and construction method
CN115316169B (en) * 2022-07-11 2024-01-09 北京市政路桥股份有限公司 Basin-type ancient tree protection structure synchronously constructed by tunnel anchor rods and construction method

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