KR100343476B1 - Method of construction for the ecological breast wall - Google Patents
Method of construction for the ecological breast wall Download PDFInfo
- Publication number
- KR100343476B1 KR100343476B1 KR1019990042470A KR19990042470A KR100343476B1 KR 100343476 B1 KR100343476 B1 KR 100343476B1 KR 1019990042470 A KR1019990042470 A KR 1019990042470A KR 19990042470 A KR19990042470 A KR 19990042470A KR 100343476 B1 KR100343476 B1 KR 100343476B1
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- South Korea
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- retaining wall
- logs
- constructing
- log
- slopes
- Prior art date
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- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000010276 construction Methods 0.000 title claims description 11
- 210000000481 breast Anatomy 0.000 title 1
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- 239000002689 soil Substances 0.000 claims abstract description 11
- 239000003755 preservative agent Substances 0.000 claims abstract description 5
- 230000002335 preservative effect Effects 0.000 claims abstract description 5
- 239000004576 sand Substances 0.000 claims abstract description 5
- 241000196324 Embryophyta Species 0.000 claims description 5
- 240000000073 Achillea millefolium Species 0.000 claims description 2
- 235000007754 Achillea millefolium Nutrition 0.000 claims description 2
- 244000025254 Cannabis sativa Species 0.000 claims description 2
- 241001474374 Blennius Species 0.000 claims 1
- 241000238366 Cephalopoda Species 0.000 claims 1
- 230000002421 anti-septic effect Effects 0.000 claims 1
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 241000206607 Porphyra umbilicalis Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000001467 acupuncture Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000009331 sowing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Agronomy & Crop Science (AREA)
- Mechanical Engineering (AREA)
- Retaining Walls (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
비탈면의 처리에서 발생되는 벌채된 잡목을 비탈면의 하단부에 고정시켜 비탈면의 붕괴를 방지하고 옹벽 상부의 토양지반에 생물서식공간을 조성하기 위한 생태 옹벽의 시공공법이 개시된다. 본 발명은,비탈면의 하부에 터파기를 수행하고, 터파기한 장소에 모래와 자갈을 이용하여 배수층을 시공하는 단계;배수층이 완성되면 방부제 처리된 통나무를 한 층씩 적층하고, 상기 통나무사이에 소정간격으로 철근봉을 박고, 통나무의 양측 외곽부에는 철근봉을 박아 옹벽을 완성시키는 단계; 옹벽을 완성한 다음 옹벽의 상부에 일정 두께의 복토층을 형성하는 단계를 포함한다. 본 발명에 의하면 각종 토목공사에서 비탈면을 안정적이고 생태적으로 처리할 수 있다.A method of constructing an ecological retaining wall for fixing the felled scrubs generated in the treatment of the slopes to prevent the collapse of the slopes and creating a biological habitat space on the soil ground above the retaining wall is disclosed. The present invention, performing a trench in the lower portion of the slope, constructing a drainage layer using sand and gravel in the place where the trench; when the drainage layer is completed by stacking the preservative-treated logs one by one, at a predetermined interval between the logs Putting a reinforcing bar, and driving a reinforcing bar on both sides of the log to complete the retaining wall; Completing the retaining wall and then forming a cover layer of a predetermined thickness on top of the retaining wall. According to the present invention, it is possible to treat slopes stably and ecologically in various civil works.
Description
본 발명은 생태 옹벽의 시공공법에 관한 것으로, 특히 비탈면의 처리에서 발생되는 벌채된 잡목을 비탈면의 하단부에 고정시켜 비탈면의 붕괴를 방지하고 옹벽 상부의 토양지반에 생물서식공간을 조성하기 위한 생태 옹벽의 시공공법에 관한 것이다.The present invention relates to the construction method of the ecological retaining wall, in particular, to fix the felled trees generated in the treatment of the slope to the lower end of the slope to prevent the collapse of the slope and ecological retaining wall for creating a biological habitat space on the soil ground above the retaining wall It is about construction method of construction.
일반적으로, 도로나 건물의 신축 등 각종 토목공사에 있어 계획부지를 확보하고 비탈면의 토사붕괴를 방지하기 위해서는 콘크리트 옹벽을 설치하게 된다. 콘크리트 옹벽은 안전성은 뛰어나지만 주변의 자연경관과 어울리지 않아 시각적으로 불량할 뿐 아니라 토양지반을 콘크리트가 차단하기 때문에 식물이 자라지 못하는 단점을 가지고 있다.In general, in order to secure a planned site in various civil works, such as the construction of roads and buildings, concrete retaining walls are installed to prevent soil decay of slopes. The concrete retaining wall is excellent in safety, but it is not visually bad because it does not match with the surrounding natural landscape, and has the disadvantage that plants cannot grow because concrete blocks the soil ground.
현재 자연친화적인 환경공법이 보편화된 추세에서 각종 토목공사에 콘크리트 옹벽을 대체할 환경친화적인 비탈면처리방식이 요구된다.At present, environmentally friendly environmental methods are becoming common, and environmentally friendly slope treatment is required to replace concrete retaining walls for various civil works.
본 발명은 상기와 같은 문제점을 해소하기 위하여 발명된 것으로, 비탈면의 처리에서 벌채된 지름이 서로 다른 통나무를 비탈면의 하단부에 꽂듯이 적층하고 철근봉의 틀에 고정시켜 비탈면의 붕괴를 방지하며 옹벽 상부의 토양지반에 생초화류의 종자를 파종하여 비탈면의 안정적인 처리는 물론 생물서식공간을 조성할 수 있는 옹벽의 시공공법을 제공하는 데 그 목적이 있다.The present invention has been invented to solve the above problems, laminated with different diameters of logs harvested in the treatment of slopes as if plugged into the bottom of the slope and fixed to the frame of the reinforcing rod to prevent the collapse of the slope and to the top of the retaining wall The purpose of this method is to provide a method of constructing a retaining wall that can create a biological habitat space as well as a stable treatment of slopes by sowing seeds of fresh plants on soil soil.
도 1은 본 발명에 따른 생태 옹벽의 시공공법을 설명하기 위한 절개면의 정면도이다.1 is a front view of the incision surface for explaining the construction method of the ecological retaining wall according to the present invention.
도 2는 도 1에서 A-A'면의 단면도이다.2 is a cross-sectional view taken along the line AA ′ of FIG. 1.
<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>
100 : 옹벽 110 : 배수층100: retaining wall 110: drainage layer
112 : 통나무 114 : 철근봉112: log 114: reinforcing rod
116 : 공극 120 : 복토층116: void 120: cover layer
상기한 목적을 수행하기 위한 본 발명은,The present invention for performing the above object,
비탈면의 하부에 터파기를 수행하고, 터파기한 장소에 모래와 자갈을 이용하여 배수층을 시공하는 단계;Digging a lower portion of the inclined surface, and constructing a drainage layer using sand and gravel at the excavated place;
배수층이 완성되면 방부제 처리된 통나무를 한 층씩 적층하고, 상기 통나무사이에 소정간격으로 철근봉을 박고, 통나무의 양측 외곽부에는 철근봉을 박아 옹벽을 완성시키는 단계;Stacking the preservative treated logs one by one when the drainage layer is completed, putting reinforcing bars at predetermined intervals between the logs, and driving the reinforcing bars at both sides of the logs to complete the retaining wall;
옹벽을 완성한 다음 옹벽의 상부에 일정 두께의 복토층을 형성하는 단계를포함한다.Completing the retaining wall and then forming a cover layer of a certain thickness on top of the retaining wall.
본 발명에 의하면 각종 토목공사에서 비탈면을 안정적이고 생태적으로 처리할 수 있다.According to the present invention, it is possible to treat slopes stably and ecologically in various civil works.
이하, 첨부된 도면을 참조하여 본 발명의 바람직한 실시예를 상세히 설명하면 다음과 같다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.
첨부된 도 1은 본 발명에 따른 옹벽의 시공공법을 설명하기 위한 절개면의 정면도이고, 도 2는 단면도이다.Attached Figure 1 is a front view of the cut surface for explaining the construction method of the retaining wall according to the present invention, Figure 2 is a cross-sectional view.
본 발명은 각종 토목공사시에 계획된 부지를 확보하기 위하여 발생하는 비탈면 즉, 토사로 이루어진 절 ,성토면의 처리를 위한 방법이다. 먼저, 비탈면 조성시 벌채 작업후 나오는 잡목을 현장에서 바로 응용할 수 있도록 길이를 약 1m, 지름 5-10cm 정도로 자른 다음 방부제 처리를 수행한다.The present invention is a method for the treatment of slopes, sediments, soil surface consisting of slopes that occur to secure the planned site during various civil works. First, cut the length of about 1m, 5-10cm in diameter so that the mixed wood coming out after the felling operation when the slope is formed in the field can be applied immediately, and then preservative treatment is performed.
비탈면 조성에 이용될 통나무(112)가 완성되면 비탈면의 하단부에 배수층 조성을 위한 터파기를 실시한다. 즉, 비탈면에 적층되는 통나무사이로 우수시의 배수를 위하여 비탈면의 하부에 일정폭의 배수층을 조성하기 위한 터파기를 실시한다. 터파기한 곳에 지름이 8∼32mm의 자갈을 20cm의 두께로 채운 후 그 위에 모래를 10cm의 두께로 채운다. 배수층(110)이 완성되면 방부제 처리가 완료된 통나무를 도 1에서 보는 바와 같이 한층씩 나란히 놓는다.When the log 112 to be used for slope formation is completed, a trench for drainage composition is performed at the lower end of the slope. That is, through the logs stacked on the slopes, a trench for forming a drainage layer having a predetermined width is provided at the lower portion of the slope for drainage during rainwater. Fill the burrow with 20cm thick gravel with a diameter of 8 ~ 32mm and sand with 10cm thick on it. When the drainage layer 110 is completed, the logs having the preservative treatment completed are placed side by side as shown in FIG. 1.
이때, 통나무(112)를 고정을 위한 틀을 만들기 위하여 50cm간격으로 통나무 사이에 철근봉(114)을 박고, 양쪽 고정을 위하여 통나무 옹벽이 끝나는 양측의 외곽부에는 반드시 철근봉(114)을 박아야 한다. 통나무 옹벽을 고정시키기 위한 철근봉(114)은 길이가 1.5m이고 직경이 16mm인 이형철근이 사용된다. 통나무(112)를 한층 쌓고 통나무(112)가 맞물린 공극(116) 사이에 1cm 정도의 두께로 토양을 채운다.At this time, the reinforcing rods 114 between the logs at intervals of 50 cm to make the frame for fixing the log 112, and the both ends of the log retaining wall for fixing both ends must be reinforced with reinforcing rods 114. do. As for the reinforcing bar 114 for fixing the log retaining wall, a deformed steel bar having a length of 1.5 m and a diameter of 16 mm is used. The logs 112 are further stacked and the soil is filled with a thickness of about 1 cm between the pores 116 into which the logs 112 are engaged.
이와 같은 방법에 의하여 배수층(110)의 상부에 도 1 및 도 2에서 보는 바와 같이 통나무(112)를 철근봉(114)의 틀에 끼워 원하는 높이가 되도록 1층씩 적층시키면서 상부에 위치하는 통나무(112)는 하부에 위치하는 통나무(112)들의 사이에 위치하도록 쌓는다. 그리고 한 단을 쌓을 때마다 통나무 사이의 공극(116)에 1cm 정도의 두께로 토양을 채운다. 이러한 방법에 의하여 통나무의 옹벽(100)높이가 최고 80cm가 넘지 않도록 옹벽을 완성 한다.As shown in FIGS. 1 and 2 on the upper part of the drainage layer 110 by the above method, the log 112 is positioned at the top while stacking the logs 112 one by one so as to have a desired height. ) Is stacked so as to be located between the logs 112 located at the bottom. And every time the stack is stacked, the air gap 116 between the logs is filled with soil about 1 cm thick. In this way, the retaining wall of the log is completed so that the height of the retaining wall 100 does not exceed 80 cm.
상기의 방법에 의하여 원하는 높이로 통나무를 쌓는 옹벽(100)이 완성된 다음 그 위에 약 20cm의 두께로 복토층(120)을 형성한다. 복토층(120)이 완성되면 야생초화류 예를 들면 톱풀, 구절초, 벌노랑이, 잔개자리, 좀포아풀, 김의털의 종자를 복토층(120)에 파종한다.By the above method, the retaining wall 100 for stacking logs to a desired height is completed, and then the cover layer 120 is formed to a thickness of about 20 cm. When the cover layer 120 is completed, the seeds of wild herbaceous plants, for example, yarrow, gujeolcho, bee yellow, acupuncture, zompo grass, laver hair are sown in the cover layer 120.
이와 같이 완성된 본 발명에 따른 생태 옹벽은 비탈면 조성시 벌채 작업후 나오는 잡목을 현장에서 바로 재활용하여 시공함으로써 시공직 후 비탈면을 안정시킴과 동시에 토사유출을 막고, 우수시에는 빗물이 통나무의 맞물림 사이로 자연배수되어 하부의 배수층으로 들어감으로 배수효과 또한 탁월하며 식생도 자랄 수 있어서 주변의 자연경관과 조화를 이루게 된다.Thus, the ecological retaining wall according to the present invention is made by recycling the mixed woods that are produced after logging in the construction of slopes in the field to stabilize slopes after construction and prevent soil leakage, and when rainwater is interlocked between logs. As it enters the drainage layer in the lower part of the natural drainage, the drainage effect is also excellent.
상술한 바와 같이 본 발명은 비탈면 조성시 벌채 작업후 나오는 잡목을 현장에서 바로 재활용 할 수 있어서 비탈면을 안정시킴과 동시에 통나무 옹벽의 상부 복토층과 통나무 맞물림 사이의 공극층에는 파종된 식물 뿐 아니라 식생의 자연침입도 기대할 수 있어 단기간에 주변의 자연경관과 조화를 이루는 효과가 있다.As described above, the present invention can immediately recycle the variegated crops generated after felling work in the formation of the slope to stabilize the slope, and at the same time, the vegetation as well as the plant sown in the air gap layer between the upper cover layer and the log engagement of the log retaining wall. Invasion can also be expected, which has the effect of harmonizing with the natural surroundings in a short time.
이상에서 첨부된 도면을 참조하여 본 발명의 바람직한 실시예를 상세히 설명하였으나, 본 발명은 이에 한정되는 것이 아니며 본 발명의 기술적 사상의 범위내에서 당업자에 의해 그 개량이나 변형이 가능하다.Although the preferred embodiments of the present invention have been described in detail with reference to the accompanying drawings, the present invention is not limited thereto and may be improved or modified by those skilled in the art within the scope of the technical idea of the present invention.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019990042470A KR100343476B1 (en) | 1999-10-02 | 1999-10-02 | Method of construction for the ecological breast wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019990042470A KR100343476B1 (en) | 1999-10-02 | 1999-10-02 | Method of construction for the ecological breast wall |
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| Publication Number | Publication Date |
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| KR20010035753A KR20010035753A (en) | 2001-05-07 |
| KR100343476B1 true KR100343476B1 (en) | 2002-07-18 |
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| KR1019990042470A KR100343476B1 (en) | 1999-10-02 | 1999-10-02 | Method of construction for the ecological breast wall |
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