KR100531213B1 - Method of reinforceing stone wall construction having a possible planting trees - Google Patents
Method of reinforceing stone wall construction having a possible planting trees Download PDFInfo
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- KR100531213B1 KR100531213B1 KR10-2003-0061673A KR20030061673A KR100531213B1 KR 100531213 B1 KR100531213 B1 KR 100531213B1 KR 20030061673 A KR20030061673 A KR 20030061673A KR 100531213 B1 KR100531213 B1 KR 100531213B1
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- 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
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- 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
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- 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
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- 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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Revetment (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
본 발명은 토사의 유실과 침식 발생의 우려가 높은 호안의 제방 및 절개지를 보호하기 위해 석축을 시공할 때 옹벽의 적층부위마다 각종 식물을 식재할 수 있는 여건을 조성하여 환경에 친화적인 분위기를 제공함과 아울러 공정의 단축과 견고성을 높일 수 있게한 식재가 가능한 석축의 축조공법에 관한 것으로,The present invention provides an environment-friendly atmosphere by creating a condition for planting various plants at each stacking part of the retaining wall when laying a stonework to protect embankments and incisions on shores of lakes with high risk of soil loss and erosion. In addition, it relates to the construction method of stone stock that can be planted to shorten the process and increase the robustness,
즉, 호안의 제방 또는 절개지의 경사면에 설계치에 맞는 성토층을 형성한 다음 성토층의 바닥면을 파내어 석축의 하중을 분산 지탱하는 기단을 바닥면에 근사한 높이로 형성하고, 상기 성토층의 경사면으로부터 약간의 간격을 유지하는 지점의 기단에는 표면이 판판한 견칫돌을 성토층의 경사면에 근접된 구배를 가지도록 쌓은 후 그 사이의 공간부에는 자갈을 주로하여 소량의 숯과 분변토를 분산되게 한 채움재로 채워 견칫돌에 수평을 이루도록 하며, 상기 견칫돌에는 자중이나 외압에 의해 견칫돌이 밀려나지 않도록 채움재의 층에 일단이 고정되게 설치한 앵커부재의 타측단을 고정되게 하여 한 층의 견칫돌을 축조 하게되며, 상기 견칫돌이 축조된 상부측으로 하부의 견칫돌과 동일 기울기에서 약간의 간극을 유지되게 또 한층의 견칫돌을 쌓은 후 상기와 동일한 방법으로 채움재와 앵커부재를 시공하는 공정을 반복한 후 최상층의 상부면을 콘크리트 패널로 복개되게 하여 축조를 완료하게 됨으로써, 옹벽의 적층부위마다 각종 식물을 식재 또는 자생할 수 있는 여건을 조성함과 아울러 공정의 단축과 견고성을 높이게 된 것이다.That is, after forming a fill layer in accordance with the design value on the slope of the embankment or incision in the lake, the base end for digging the bottom surface of the fill layer and dispersing the load of the stonework is formed at a height close to the bottom surface, and from the slope of the fill layer At the base of the point where the gap is kept a little, the piled stone is piled up to have a gradient close to the inclined surface of the fill layer, and the space between them is mainly made of gravel, so that a small amount of char and fecal soil are dispersed. To be leveled with the stiffness, and the stiffness of one layer is fixed by fixing the other end of the anchor member fixedly fixed to the layer of the filling material so that the stiffness is not pushed by the weight or external pressure. And piled another layer of stony to maintain a slight gap at the same inclination with the lower shard to the upper side where the scab is constructed After repeating the process of constructing the filling material and the anchor member in the same manner as above, the top surface of the top layer is covered with a concrete panel to complete the construction, thus providing conditions for planting or growing various plants for each laminated part of the retaining wall. In addition to shortening the process and increase the robustness.
Description
본 발명은 식재가 가능한 석축의 시공방법, 보다 상세하게는 토사의 유실과 침식 발생의 우려가 높은 호안의 제방 및 절개지를 보호하기 위해 석축을 시공할 때 옹벽의 적층부위마다 각종 식물을 식재할 수 있는 여건을 조성하여 환경에 친화적인 분위기를 제공함과 아울러 공정의 단축과 견고성을 높일 수 있게한 식재가 가능한 석축의 축조공법에 관한 것이다.According to the present invention, various plants can be planted for each layer of the retaining wall when laying the stonework to protect embankments and incisions on lakes with high risk of loss of soil and erosion. The present invention relates to a method for building a stonework that can be planted to provide environment-friendly atmosphere by increasing environmental conditions, and to shorten the process and increase the robustness.
일반적으로, 호안의 제방이나 경사가 급격한 절개지에서 토사의 유실을 방지하기 위한 목적으로 도 1에서와 같이, 견칫돌(1)의 사이에 콘크리트와 자갈이 혼합된 채움재(2)를 사용하여 축조한 석축이 보편화되었다.In general, for the purpose of preventing the loss of the earth and sand in the dike or the incline of the inclined slope, as shown in Figure 1, using the filling material (2) mixed with concrete and gravel between the hard stone (1) The stonework was universalized.
상기 콘크리트로 채움된 석축의 경우에는 전체가 하나의 암석덩어리로 되어 비교적 양호한 견고성을 유지할 수 있는 반면 석축의 양측에 인접되어 있는 지표면을 상호 격리되게 하면서 식물이 생육할 수 없는 흉물덩어리로 되었고, 특히 호안의 제방을 콘크리트 석축으로 축조한 경우에는 수생식물의 생육이 불가능해지면서 수서곤충 및 물고기의 서식환경을 파괴하는 결과가 초래되었다.In the case of the masonry filled with concrete, the whole is a rock mass to maintain relatively good firmness, while the ground surfaces adjacent to both sides of the stone are separated from each other to become a lump that cannot grow plants. The construction of a lake bank with concrete masonry resulted in the inability to grow aquatic plants, resulting in the destruction of aquatic insects and the habitat of fish.
상기 결과로부터 콘크리트를 채움재로한 석축 또는 콘크리트로 된 석축 등은 자연환경을 저해 및 훼손하는 역기능이 있음을 확인할 수 있었고, 이에 따라 근래에는 친환경적인 방법으로 제방 또는 절개지의 토사유실을 방지하기 위한 기술이 제안되고 있다.From the above results, it can be confirmed that the masonry with concrete filling or the masonry with concrete has the adverse function of inhibiting and damaging the natural environment. Accordingly, in recent years, technologies for preventing soil loss of embankments or incisions have been made in an environmentally friendly manner. Is being proposed.
자연석을 이용한 호안공법의 일예로 국내 공개특허공보 제2000-19039호(공개번호)는 하상에 20cm 두께로 쇄석을 축조한 그 위에 대략 4, 50cm 간격을 두고 생버드나무가지를 깔아 호안토양에 심고, 이 생버드나무가지 위로 생버드나무가지가 다치지 않도록 다시 쇄석을 축조하고 그 위에 상기와 같은 요령으로 다시 생버드나무가지를 심는 것을 호안의 상한선 까지 반복하는 식생호안공법을 특징으로 하고 있다.For example, Korean Unexamined Patent Publication No. 2000-19039 (Publication No.) laid a crushed stone with a thickness of 20 cm on the bottom and planted it on the revetment soil by laying a fresh willow branch at an interval of about 4 and 50 cm. It is characterized by the vegetation protection method that repeats the crushed stone to prevent the injured willow tree branch from being injured and planted the willow tree branch again with the same tips as above.
그러나 상기 종래의 식생호안공법의 경우에는 호안의 특성상 급류나 폭우의 영향으로 인한 쇄석의 유실에 대응하기 위한 근본적인 대비책이 부족할 뿐 아니라 쇄석층에 비례하는 만큼 호안토양으로부터 식물이 착상되는 표면과의 거리가 멀어지게 되어 수서식물이나 초목의 자생을 방해하는 역할을 하므로 오히려 생태계를 교란시킬 수 있는 문제점이 있었다.However, in the case of the conventional vegetation revetment method, due to the characteristics of the revetment, there is a lack of fundamental countermeasures to cope with the loss of crushed stone due to the impact of rapids and heavy rains. As it becomes farther away from the aquatic plants or vegetation to play a role to hinder the growth, there was a problem that can disturb the ecosystem.
본 발명은 위와 같은 종래의 자연석을 이용한 석축 및 호안공법의 문제점을 감안하여 안출한 것으로, 그 목적은 콘크리트 채움재를 사용하지 않고도 견고하게 축조함과 아울러 해당 지역의 생태환경에 적합한 종의 초목이 자생할 수 있도록 토양과의 접근성을 높일 수 있는 식재가 가능한 석축의 축조공법을 제공하는 것이다.The present invention has been devised in view of the problems of the stonework and the revetment method using the conventional natural stone as described above, the purpose is to build a solid plant without the use of concrete fillers and to grow native vegetation of species suitable for the ecological environment of the area In order to be able to do so, it is to provide a construction method of stone stock that can be planted to increase accessibility with soil.
이러한 목적을 달성하기 위한 본 발명은, 호안의 제방 또는 절개지의 경사면에 설계치에 맞는 성토층을 형성한 다음 성토층의 바닥면을 파내어 석축의 하중을 분산 지탱하는 기단을 바닥면에 근사한 높이로 형성하고, 상기 성토층의 경사면으로부터 약간의 간격을 유지하는 지점의 기단에는 표면이 판판한 견칫돌을 성토층의 경사면에 근접된 구배를 가지도록 쌓은 후 그 사이의 공간부에는 자갈을 주로하여 소량의 숯과 분변토를 분산되게 한 채움재로 채워 견칫돌에 수평을 이루도록 하며, 상기 견칫돌에는 자중이나 외압에 의해 견칫돌이 밀려나지 않도록 채움재의 층에 일단이 고정되게 설치한 앵커부재의 타측단을 고정되게 하여 한 층의 견칫돌을 축조 하게되며, 상기 견칫돌이 축조된 상부측으로 하부의 견칫돌과 동일 기울기에서 약간의 간극을 유지되게 또 한층의 견칫돌을 쌓은 후 상기와 동일한 방법으로 채움재와 앵커부재를 시공하는 공정을 반복한 후 최상층의 상부면을 콘크리트 패널로 복개되게 하여 축조를 완료하게 됨으로써, 옹벽의 적층부위마다 각종 식물을 식재 또는 자생할 수 있는 여건을 조성함과 아울러 공정의 단축과 견고성을 높이게됨을 특징으로 한다.The present invention for achieving this object is to form a fill layer in accordance with the design value on the inclined surface of the embankment or incision in the shelter, and then to form a base to approximate the bottom surface to dig the bottom surface of the fill layer to distribute the load of the stonework At the base end of the point which maintains a slight distance from the inclined surface of the fill layer, a pile of stubble with a flat surface is stacked to have a gradient close to the inclined surface of the fill layer. Fill the charcoal and fecal soil with filling material so as to be horizontal with the filling stone, and fix the other end of the anchor member which is fixed to the filling layer so that the filling stone is not pushed by self weight or external pressure. By constructing a layer of scapula, the scapula has a slight gap at the same slope as the lower scapula After repeating the process of constructing the filling material and the anchor member in the same manner as above, after stacking the stubble to be maintained, the top surface of the top layer is covered with a concrete panel to complete the construction. It is characterized by increasing the shortening and robustness of the process as well as creating conditions for planting or growing native plants.
이하, 본 발명의 식재가 가능한 석축의 축조공법을 첨부도면을 참조하여 설명하면 다음과 같다.Hereinafter, with reference to the accompanying drawings, the construction method of the stonework available planting of the present invention is as follows.
도 2는 본 발명의 실시예의 식재가 가능한 석축의 축조공법을 내타낸 단면 구성도이고, 도 3은 상기 축조공법의 견칫돌 고정구조를 발췌한 분리사시도이며, 도 4는 본 발명의 축조공법의 다른 실시예로서, 본 발명의 석축은 토사의 붕괴나 유실이 우려되는 호안의 제방 또는 절개지의 경사면을 선정하여 마련된 성토층(S)에 축조된다.Figure 2 is a cross-sectional configuration diagram showing the planting method of planting stone available for planting of the embodiment of the present invention, Figure 3 is an exploded perspective view extracting the anchoring structure of the building method, Figure 4 is a perspective view of the building construction method of the present invention In another embodiment, the stonework of the present invention is constructed in the fill layer (S) provided by selecting the inclined surface of the embankment or incision in the lake bank which is concerned about the collapse or loss of soil.
상기 성토층(S)의 바닥면에는 축조하기 위한 석축의 하중을 분산 지탱하도록 바닥면으로부터 적당 깊이 만큼 묻히도록 기단(10)을 형성한다.The base surface 10 is formed on the bottom surface of the fill layer S so as to be buried at an appropriate depth from the bottom surface to disperse the load of the stone stock for construction.
기단(10)은 콘크리트를 타설하여 양생된 것이 바람직하나 암석을 이용하는 것도 가능하다.The base 10 is preferably cured by pouring concrete, it is also possible to use rock.
상기 기단(10)을 형성한 후 성토층(S)의 경사면(S')으로부터 약간의 간격을 유지하는 지점의 기단에는 표면이 판판한 견칫돌(20)을 성토층의 경사면에 동일 내지 유사한 구배를 이루도록 쌓고, 상기 견칫돌(20)에 마주하는 성토층(S)의 경사면(S') 사이의 공간부에는 자갈을 주로하여 수분 함수율이 높은 소량의 숯과 자양분을 제공하는 분변토 등을 분산되게 혼합한 채움재(30)를 견칫돌(20)에 수평을 이루는 선상정도 까지 채운다.After the formation of the base 10, at the base end of the point maintaining a slight distance from the inclined surface (S ') of the fill layer (S), the surface of the scuffed stone 20 is the same or similar to the inclined surface of the fill layer Stacked to form a, and the space between the slopes (S ') of the fill layer (S) facing the stumbling block 20 is mainly to gravel to be dispersed such as fecal soil to provide a small amount of charcoal and nourishment having a high water content Fill the mixed filler material (30) to the level of the line to form a horizontal on the rubbing stone (20).
성토층의 바닥면에 접하도록 채워지는 채움재(30)의 하부에는 지반의 약화 및 하중 등의 외부요인에 의해 채움재가 성토층의 지반으로 밀려드는 현상을 방지하도록 유연성과 투수성을 갖는 망사재(31)를 깔아주며, 성토층(S)의 경사면(S') 전부분에도 채움재를 지반으로부터 격리되게 하는 투수성 직포(32)와 상기 망사재를 부설하는 것이 좋다.The lower portion of the filling material 30 which is filled in contact with the bottom surface of the fill layer 30 is a mesh material having flexibility and permeability to prevent the filling material from being pushed into the ground of the fill layer by external factors such as ground weakness and load. 31) it is good to lay the permeable woven fabric (32) and the mesh material to insulate the filling material from the ground in the entire portion of the slope (S ') of the fill layer (S).
상기 채움재를 충진한 상태에서 견칫돌(20)이 자중이나 외압에 의해 시공 계획된 열(Line)로부터 밀려나지 않도록 채움재의 층에 일단이 고정되게 설치한 앵커부재(40)의 타측단을 고정되게 하여 한 층의 견칫돌을 축조 하게된다.In order to fix the other end of the anchor member 40, one end of which is fixed to the layer of the filling material, so that the crushing stone 20 is not pushed away from the projected line due to its own weight or external pressure. You will build a layer of hard stone.
앵커부재(40)는 철재의 와이어 또는 환봉으로 된 것이 바람직하며, 견칫돌에 고정되는 부위는 앵커볼트(41)를 인써트 시켜 고정되게 하되 채움재(30)에 고정되는 부위는 도 4에서와 같이 상기 앵커볼트를 이용한 방식과 채움재에 매립되는 망사재(31)에 걸려지도록 하는 것이 가능하다.The anchor member 40 is preferably made of iron wire or round bar, and the portion fixed to the shoulder is fixed by inserting the anchor bolt 41, but the portion fixed to the filling material 30 is as shown in FIG. It is possible to be caught in the mesh material 31 embedded in the filling material and the method using the anchor bolt.
상기 한 층의 견칫돌(20)이 축조된 상부측에는 하부층의 견칫돌(20)과 동일 기울기에서 인접된 부위에 초목을 식목하거나 자연적으로 착생되도록 약간의 간극(G)을 유지되게 또 한 층의 견칫돌을 쌓은 후 상기와 동일한 방법으로 견칫돌(20)과 채움재(30)와 앵커부재(40)를 시공하는 공정을 반복하며, 원하는 높이로 견칫돌을 축조한 후에는 최상층의 상부면을 콘크리트 패널로 복개되게 하여 성토층(S)의 지표면과 균형을 이루도록 축조를 완료한다.On the upper side of the one-sided studdle 20, the first side of the other layer is maintained so that a slight gap G is maintained so that vegetation is planted or spontaneously grafted to the adjacent areas at the same slope as the stubble 20 of the lower layer. After stacking the studs, repeat the process of constructing the studs 20, the filling material 30, and the anchor member 40 in the same manner as described above, and after constructing the stubble to the desired height, the upper surface of the top layer is concrete. Finish the construction so that the panel is covered with the surface of the fill layer (S).
따라서, 상기와 같은 본 발명의 석축은 자연석을 이용하여 콘크리트를 사용하지 않고도 구조적인 작용으로 내구성을 유지토록 하였으며, 각각의 견칫돌(20)에 의해 구성된 옹벽의 간극(G) 마다 그 내부위 채움재(30)의 구성성분인 식물이 자랄 수 있는 숯과 분변토 등에 유통되고 상기 채움층은 직포(32) 또는 망사재(31)를 통해 성토층의 토양과 유기적인 작용을 하면서 수분이나 자양분의 공급이 가능하게 되어 식물의 식생이 가능하게 되는 것이다.Therefore, the masonry of the present invention as described above to maintain the durability by the structural action without using concrete, using natural stone, the filling material therein for each gap (G) of the retaining wall constituted by each sturdy stone (20) The constituents of (30) are distributed to charcoal and fecal soil which can grow, and the filling layer has an organic action with the soil of the fill layer through the woven fabric 32 or the mesh material 31 while supplying water or nutrients. It becomes possible that the vegetation of plants becomes possible.
특히, 호안의 제방에 본 발명의 석축을 축조하였을 경우에는 물이 잔류되는 부분에는 수생식물이나 수서식물의 착생이 용이하여 해당지역의 환경에 맞는 식물의 생육이 가능하고, 대기로 노출된 견칫돌의 간극에는 바람이 실려온 씨앗 또는 인위적으로 심은 초목을 식생할 수 있다.In particular, when the masonry of the present invention is built on the banks of the lake banks, it is possible to grow aquatic plants or aquatic plants in the remaining part of the water, so that the growth of plants suitable for the local environment is possible, and the exposed stones are exposed to the atmosphere. In the gap, the seeds can carry vegetated seeds or artificially planted vegetation.
이와 같은 본 발명의 식재가 가능한 석축의 축조공법은 콘크리트 채움재를 사용하지 않고도 견고하게 축조함과 아울러 해당 지역의 생태환경에 적합한 종의 초목이 자생할 수 있는 여건을 조성하여 환경을 친화적으로 변화시키는 효과가 있으며, 시공에 따른 공정을 단축할 수 있는 장점도 있다.Such a planting method of planting stone which can be planted according to the present invention is to make a solid environment without the use of concrete fillers and to create a condition that can grow native vegetation of species suitable for the ecological environment of the region to change the environment friendly It is effective, and there is an advantage that can shorten the process according to construction.
도 1은 일반적인 콘크리트 공법으로 된 석축의 일예를 나타낸 구성도,1 is a configuration diagram showing an example of the stonework made of a general concrete construction method,
도 2는 본 발명의 실시예의 식재가 가능한 석축의 축조공법을 내타낸 단면 구성도이고,Figure 2 is a cross-sectional view showing the construction method of the stonework possible planting of the embodiment of the present invention,
도 3은 상기 축조공법의 견칫돌 고정구조를 발췌한 분리사시도,Figure 3 is an exploded perspective view extracting the anchoring structure of the building construction method,
도 4는 본 발명의 축조공법의 다른 실시예를 나타낸 구성도이다.Figure 4 is a block diagram showing another embodiment of the construction method of the present invention.
< 도면의 주요부분에 대한 부호의 설명 ><Description of Symbols for Major Parts of Drawings>
10 : 기단 20 : 견칫돌10: podium 20: stubborn stone
30 : 채움재 31 : 망사재30: Filling material 31: Mesh material
32 : 직포 40 : 앵커부재32: woven fabric 40: anchor member
41 : 앵커볼트41: anchor bolt
S : 성토층 ㄴ' : 경사면S: Fill layer b ': Slope
G : 간극 G: gap
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| KR101245252B1 (en) | 2012-12-05 | 2013-03-19 | 주식회사 태하 | Masonry construction methods and construction stone units |
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| KR100750702B1 (en) * | 2006-05-30 | 2007-08-22 | 중앙콘크리트(주) | Embankment Construction Method Using Ecological Block |
| KR100750703B1 (en) * | 2006-05-30 | 2007-08-22 | 중앙콘크리트(주) | Cut construction method using ecological block |
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