KR20040101137A - A method of construction for stability and afforestation of a sloping surface - Google Patents

A method of construction for stability and afforestation of a sloping surface Download PDF

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Publication number
KR20040101137A
KR20040101137A KR1020040089723A KR20040089723A KR20040101137A KR 20040101137 A KR20040101137 A KR 20040101137A KR 1020040089723 A KR1020040089723 A KR 1020040089723A KR 20040089723 A KR20040089723 A KR 20040089723A KR 20040101137 A KR20040101137 A KR 20040101137A
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South Korea
Prior art keywords
slope
nail
greening
fixing
construction
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KR1020040089723A
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Korean (ko)
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KR100506489B1 (en
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정성필
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주식회사 오륙개발
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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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/1628—Shapes rectangular
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/40—Miscellaneous comprising stabilising elements

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE: A method of construction for the slope stabilization and afforestation is provided to stabilize the ground against earthquake and vibration, to prevent the movement and damage of a latticed tube and to shorten a period of construction by stabilizing and planting trees on a slope simultaneously. CONSTITUTION: The method of construction for the slope stabilization and afforestation comprises the steps of: inserting a nail(50) to be projected to a slope(100) to be stabilized against the shear movement of the ground; fixing a latticed tube(70) which forms many spaces partitioned in the appointed pattern to the nail(50) projected to the slope(100); filling up the latticed tube(70) with fillers(75); and coupling a vegetation box(80) to each space, then planting trees and plants on the compost(82) of the vegetation box(80).

Description

사면 안정화 및 녹화 공법{A method of construction for stability and afforestation of a sloping surface}A method of construction for stability and afforestation of a sloping surface}

본 발명은 사면안정화 및 녹화공법에 관한 것으로써, 특히 사면 안정화를 위한 시공이 이루어진 후 녹화시공을 함으로써 지반의 거동에 의한 녹화시공 부분의 균열을 방지하고 또한 녹화가 시공과 동시에 이루어질 수 있도록 한 사면안정화 및 녹화공법에 관한 것이다.The present invention relates to a slope stabilization and greening method, in particular, the construction of the slope after the construction is performed to prevent the cracking of the greening construction part due to the behavior of the ground and to make the greening at the same time construction The stabilization and greening method.

성토(盛土) 또는 절토(切土)등에 의해 구성한 고속도로나 각종 시설등에 면하는 법면 또는 붕괴 우려가 있는 급경사지 등은 사면안정화 작업과 더불어 주위환경에 부합되도록 조경등의 녹화공법이 채용되고 있다.In addition to stabilizing the slopes facing highways and various facilities constructed by fill, cutting, etc., or steep slopes that may collapse, landscaping methods such as landscaping are employed to stabilize the slope and to fit the surrounding environment.

일예의 사면안정 및 녹화공법이 한국특허등록 제0388353호에 개시되고 도 1 내지 도 3에 도시되어 있다. 이는 도 1에 도시된 바와 같이 에이치빔(11)을 가로 및 세로로 연결한 빔구조물(10)을 제작하여 사면(1)에 설치하고, 도 3에 도시된 바와 같이 사면(1)에 설치된 빔구조물(10)을 지중에 네일(12)을 그라우팅(13)하여 고정시키며, 빔구조물(10)의 설치로 형성되는 내부공간에 배양토(15)를 충전시킨 다음, 도 2에 도시된 바와 같이 배양토(15)의 표면에 차단망(14)을 설치한 후, 배양토(15)에 씨앗이나 묘목등을 식재하여 녹화하는 단계로 구성되어 있다.An example of the slope stabilization and greening method is disclosed in Korean Patent Registration No. 0388353 and is shown in Figs. As shown in FIG. 1, the beam structure 10 connecting the H beams 11 horizontally and vertically is manufactured and installed on the slope 1, and the beam is installed on the slope 1 as illustrated in FIG. 3. The nail 10 is fixed to the ground 10 by grouting the structure 10, and the culture soil 15 is filled in the internal space formed by the installation of the beam structure 10, and then the culture soil as shown in FIG. 2. After the screening net 14 is installed on the surface of 15, seedlings, seedlings, and the like are planted in the culture soil 15, and the greening is carried out.

이러한 공법은 네일(12)에 의해서 사면의 안정화가 가능하지만, 다음과 같은 문제점을 가진다.This method is possible to stabilize the slope by the nail 12, but has the following problems.

첫째, 빔구조물(10)를 사면(1)에 설치한 후 빔구조물(10)을 고정시키기 위한 네일(12)을 시공함으로써, 네일(12)의 시공시 또는 기타 외력(공사시 진동 또는 지진등)에 의해 지반이 거동되는 경우 설치된 빔구조물(10)의 붕괴등 심각한 안전사고가 우려된다.First, the beam structure 10 is installed on the slope 1, and then the nail 12 for fixing the beam structure 10 is installed, so that the construction of the nail 12 or other external force (vibration or earthquake during construction, etc.) If the ground is behaved by a) serious safety accidents such as collapse of the installed beam structure (10) is concerned.

또한, 빔구조물(10)이 상당한 자체중량을 지니므로 작업이 수월하지 아니할 뿐만 아니라 공사비용을 증가시킨다.In addition, since the beam structure 10 has a considerable self-weight, not only is it easy to work, but also increases the construction cost.

둘째, 격자상으로 설치된 빔구조물(10)의 각 공간에 배양토(15)를 성토하고 또한 식물의 식생에 필요한 토질등을 고려하여 성토해야 하는 번거로움이 있다.Second, there is a hassle to fill the culture soil 15 in each space of the beam structure 10 installed in a lattice shape, and also to consider the soil required for vegetation of plants.

세째, 배양토(15)에 씨앗을 살포하여 녹화를 하는 경우 그 녹화 완성시까지는 상당한 시일이 요구되므로 공기가 길어지는 문제점이 있다.Third, in the case of greening by spraying seeds on the culture soil 15, there is a problem in that the air is long because a considerable seal is required until the greening is completed.

한편, 도 4 및 도 5는 일본특허공개번호 제2004-3166호에 개시된 사면안정화공법을 개시한 것으로써, 이는 길이방향으로 길고 투수성이 우수한 수지구조체(21)를 격자상으로 배치하여 사면(1)에 일부분이 매설되도록 설치하고, 설치된 수지구조체(21)를 홀더(22)를 이용하여 고정핀(23)으로 사면(1)에 고정시킨 다음, 철망(24)을 설치하고 식생에 필요한 객토층(25)을 형성하여서 씨앗을 살포하여 일정기간이 지난 다음 녹화가 되도록 한 공법이다.On the other hand, Figures 4 and 5 disclose the slope stabilization method disclosed in Japanese Patent Laid-Open No. 2004-3166, which is long in the longitudinal direction and the resin structure 21 excellent in water permeability is arranged in a lattice form 1) is installed so that a part is buried, and the resin structure 21 is fixed to the slope 1 by the fixing pin 23 using the holder 22, then install the wire mesh 24 and the soil required for vegetation Formation of the layer 25, the seed is sprayed by a method after a certain period of time to greening.

이와 같은 공법은 투수성이 우수한 수지구조체(21)에 의해서 배수가 양호하여 빗물등에 의한 표층의 붕괴를 장시간 안정시킬 수 있다는 이점을 가지지만, 다음과 같은 문제점이 있다.Such a method has an advantage that the resin structure 21 having excellent water permeability can have a good drainage and stabilize the collapse of the surface layer by rainwater for a long time, but has the following problems.

첫째, 고정핀(23)은 수지구조체(21)를 단순히 사면(1)에 고정시키는 기능을 함으로써, 주변 지반의 충격 및 지진등에 의한 외력에 의해서 지반 자체의 균열 및 붕괴를 방지하지는 못한다. 따라서 절토면 표층의 안정화가 가능할지라도 외력에 의한 지반의 안정화를 충족시키지는 못한다.First, the fixing pin 23 simply functions to fix the resin structure 21 to the slope 1, and thus does not prevent cracking and collapse of the ground itself by external forces due to impact and earthquakes. Therefore, the stabilization of the cut surface surface does not meet the stabilization of the ground by external forces.

둘째, 객토층(25)에 씨앗을 살포하여 녹화를 함으로써 그 녹화 완성시까지는 상당한 시일이 요구되므로 공기가 길어지는 문제점이 있다.Second, by spraying the seed to the soil layer 25 to greening, there is a problem that the air is long because a considerable seal is required until the greening is completed.

도 6 및 도 7은 한국특허공개번호 제2002-0036900호에 개시된 사면보강공법의 일 예를 도시한 것으로써, 이는 사면(31)에 격자상의 섬유대(32)를 배치시키고 시멘트모르타르(33)를 주입시킨 후, 네일(34)과 철근(35)을 설치하여서 지반을 안정화시키고 섬유대(32)를 고정시키는 공법으로써, 이와 같은 사면보강이 이루어진 후에 대략 격자상의 섬유대(32) 공간에 초목(39)의 식생을 위한 객토를 하고 씨앗을 파종하거나 식목하여 녹화를 위한 공사를 행한다.6 and 7 illustrate an example of the slope reinforcing method disclosed in Korean Patent Laid-Open No. 2002-0036900, which arranges the lattice-like fiber band 32 on the slope 31 and the cement mortar 33. After the injection, the nail 34 and the reinforcing bars 35 are installed to stabilize the ground and fix the fiber band 32. After such slope reinforcement, the vegetation in the roughly grid space 32 is formed. (39) The land for vegetation is planted and the seeding or planting works are carried out for greening.

그러나 상기와 같은 공법은 네일(34)의 시공전에 섬유대(32)를 사면에 배치시켜서 시멘트모르타르(33)를 주입시킴으로써, 설치된 섬유대(32)가 사면(31)을 따라 위치이동됨으로써 시공이 번거롭다.However, in the above-described method, by placing the fiber band 32 on the slope before the construction of the nail 34 and injecting the cement mortar 33, the installed fiber band 32 is moved along the slope 31 to move the construction. Cumbersome.

또한, 섬유대(32)의 설치후 네일(34) 시공시 중장비에 의한 섬유대(32)가 손상되는 문제점이 있다.In addition, there is a problem that the fiber stand 32 is damaged by the heavy equipment during the construction of the nail 34 after the installation of the fiber stand 32.

또한, 섬유대(32) 공간에 초목(39)의 식생을 위한 객토를 하고 씨앗을 파종하거나 식목하여 녹화를 함으로써 그 녹화 완성시까지는 상당한 시일이 요구되므로 공기가 길어지는 문제점이 있다.In addition, there is a problem in that the air is long because a considerable amount of time is required until the completion of the greening by making a green field for the vegetation of the vegetation 39 in the fiber zone 32 and planting or planting the seeds.

또한, 섬유대(32)에 시멘트모르타르(33)를 주입하여 표면보강을 함으로써, 식목의 식생에 필요한 수분의 공급이 원할하지 못하고 특히, 우천시 배수가 원할하지 못하여 과하중에 의한 유실의 염려가 있다.In addition, by injecting the cement mortar 33 into the fiber band 32 to reinforce the surface, supply of water necessary for vegetation of planting is not desired, and in particular, drainage is not desired in rainy weather, and there is a fear of loss due to overload.

또한, 주입된 시멘트모르타르(33)는 식생을 위한 객토의 토질에도 영향을 주어 토양환경에도 악영향을 끼친다.In addition, the injected cement mortar 33 also affects the soil quality of the soil for vegetation, thus adversely affecting the soil environment.

본 발명은 상기와 같은 문제점을 해결하기 위하여 창출된 것으로써, 다음과 같은 목적을 가진다.The present invention was created to solve the above problems, and has the following object.

첫째, 사면에 네일을 시공한 후에 격자상튜브를 설치시공함으로써 시공중 지반의 지진/진동에 안정하고 격자상튜브의 이동 및 손상을 방지할 수 있도록 한 사면 안정화 및 녹화공법을 제공하는 데 그 목적이 있다.First, to provide a slope stabilization and greening method to stabilize the earthquake / vibration of the ground during construction and to prevent the movement and damage of the grid tube by installing the lattice tube after nailing on the slope. There is this.

둘째, 사면안정화 및 녹화시공과 동시에 사면의 녹화가 가능하여 공기를 단축시킬 수 있도록 한 사면 안정화 및 녹화공법을 제공하는 데 있다.Second, it is to provide slope stabilization and reclamation method to reduce the air due to slope stabilization and greening at the same time.

도 1 내지 도 3은 종래 녹화공법을 설명하기 위한 개략도,1 to 3 are schematic views for explaining a conventional recording method,

도 4 및 도 5는 종래 다른 녹화공법을 설명하기 위한 개략도,4 and 5 is a schematic view for explaining another conventional recording method,

도 6 및 도 7은 종래 또 다른 녹화공법을 설명하기 위한 개략도,6 and 7 are schematic views for explaining another conventional recording method;

도 8은 본 발명 사면 안정화 및 녹화공법에 의해 시공된 사면의 단면도,8 is a cross-sectional view of the slope constructed by the present invention slope stabilization and greening method,

도 9 및 도 10은 본 발명 공법에 채용되는 네일공법을 설명하기 위한 단면도,9 and 10 are cross-sectional views for explaining a nail method employed in the method of the present invention,

도 11은 사면에 격자상튜브가 설치된 상태의 정면도,11 is a front view of the grid tube is installed on the slope;

도 12는 본 발명 공법에 채용되는 지지틀을 설명하기 위한 요부 발췌도이다.It is a main part excerpt figure for demonstrating the support frame employ | adopted for the method of this invention.

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

50...네일 60...고정블럭50 ... nail 60 ... fixed block

70...격자상튜브 71...공간부70 ... lattice tube 71 ... space part

75...충진재 80...식생상자75 ... filling 80 ... vegetation box

90...지지틀 100...사면90.Support frame 100 ... Slope

상기 목적을 달성하는 본 발명 사면 안정화 및 녹화공법은 사면의 적정 위치에 적정 직경의 네일을 그 선단이 사면에 돌출하도록 적정 깊이로 삽입하여 지반의 전단이동에 대해 안정화시키는 네일 삽입단계와, 소정패턴으로 구획된 복수의 공간부를 형성하는 격자상튜브를 사면에 돌출된 상기 네일에 고정시키는 고정단계와, 상기 격자상튜브에 충진재를 주입하는 단계와, 배양토에 초목이 식재(植栽)된 식생상자를 상기 각 공간부에 결합하여 녹화를 하는 녹화단계를 포함하여 된 것을 특징으로 한다.Slope stabilization and greening method of the present invention to achieve the above object is a nail insertion step of stabilizing the shear movement of the ground by inserting the nail of the appropriate diameter at the proper position of the slope to the appropriate depth so as to protrude to the slope, and a predetermined pattern A fixing step of fixing the lattice tubes forming a plurality of spaces divided into the nails protruding from the slope, injecting a filler into the lattice tubes, and a vegetation box in which vegetation is planted in the culture soil. It characterized in that it comprises a recording step of recording by combining the respective space units.

상기 고정단계는 상기 네일의 선단에 고정블럭을 형성하여서, 상기 격자상튜브의 공간부를 상기 고정블럭에 결합하여 고정하는 것을 특징으로 한다.In the fixing step, a fixing block is formed at the tip of the nail, and the space part of the lattice tube is coupled to the fixing block to fix the fixing block.

상기 고정블럭 및 충진재는 시멘트 50~90%, 석탄재 45~7.5%, 황토 5~3.5%의배합비율로서 환경친화적으로 형성된다.The fixed block and the filling material is environmentally friendly as a blending ratio of 50 to 90% cement, 45 to 7.5% coal ash, 5 to 3.5% loess.

또한 발명 공법에서, 상기 충진재를 주입하는 단계 이전에, 상기 식생상자에 대응되는 형상을 가지며 상기 충진재의 주입에 의해서 공간부의 변형을 방지시키는 지지틀을 상기 각 공간부에 결합시키는 단계를 더 포함한다.In addition, the method of the invention, before the step of injecting the filler, further comprising the step of coupling the support frame having a shape corresponding to the vegetation box to prevent deformation of the space portion by the injection of the filler. .

또한, 본 발명 공법은 상기 고정블럭의 상면으로 네일의 선단을 돌출시키고, 고정블럭의 상면에 보호판을 위치시켜서 돌출된 네일의 선단에 너트를 결합하여 고정시키고, 네일의 선단에 보호캡을 결합시키는 공정을 포함한다.In addition, the method of the present invention by protruding the tip of the nail to the upper surface of the fixing block, by placing a protective plate on the upper surface of the fixing block by coupling the nut to the tip of the protruding nail, and fixing the protective cap to the tip of the nail Process.

상기 본 발명의 특징에 의하면, 본 발명 사면 안정화 및 녹화공법은 사면에 격자상튜브를 설치하여 충진재를 주입하기 이전에 사면에 네일을 삽입하여 지반의 안정화 시공을 선시공함으로써 격자상튜브의 설치시 지반의 진동/지진 등에 의한 균열을 방지하고 격자상튜브의 이동등 시공의 번거로움을 해결한다.According to the characteristics of the present invention, the slope stabilization and greening method of the present invention by installing the grid tube on the slope before injecting the filling material by inserting a nail on the slope to stabilize the construction of the ground by installing the grid tube It prevents cracking caused by vibration and earthquake, and solves the trouble of construction such as moving the lattice tube.

또한, 초목이 식재되어 녹화가 완료된 식생상자를 격자상튜브의 공간부에 설치함으로써 사면의 안정화 시공과 동시에 녹화가 이루어지므로 공기를 단축시킨다.In addition, by installing the vegetation box in which the vegetation is planted and the greening is completed in the space of the lattice tube, the greening is performed at the same time as the stabilization construction of the slope, thereby shortening the air.

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

본 발명 실시예의 사면 안정화 및 녹화공법은 성토 또는 절토된 사면(斜面)을 인접된 공사현장에서의 진동 또는 지진등에 의한 지반의 유동에도 불구하고 지반을 안정화시키고, 또한 사면(斜面)에 녹화공사를 단시간에 수행할 수 있도록 한다.The slope stabilization and greening method of the embodiment of the present invention stabilizes the ground despite the flow of the ground due to the vibration or earthquake, etc. in the adjacent construction site. It can be done in a short time.

본 발명 실시예의 사면 안정화 및 녹화공법은 다음과 같다.The slope stabilization and greening method of the embodiment of the present invention is as follows.

먼저, 도 9에 도시된 바와 같이, 녹화하고자 하는 사면(100)에 통상의 네일공법을 적용하여 안정화 시공을 한다.First, as shown in FIG. 9, a stabilization construction is performed by applying a conventional nail method to a slope 100 to be greened.

즉, 사면(100)에 적정한 간격으로 적정깊이의 구멍을 형성하여서 네일(50)을 삽입하고 그라우트(51)를 충진하여 견고하게 양생시킨다. 이때 각 네일(50)의 선단이 사면(100)에 돌출되도록 한다. 미설명부호 52는 관통공의 중심부에 네일(50)을 위치시키는 스페이서이다.That is, by forming a hole of the appropriate depth at a suitable interval on the slope 100, the nail 50 is inserted and the grout 51 is filled to cure firmly. At this time, the tip of each nail 50 to protrude to the slope 100. Reference numeral 52 is a spacer for positioning the nail 50 in the center of the through hole.

이와 같은 네일(50)의 시공에 의해서 인근 공사현장에서의 진동 또는 지진등에 의한 지반의 유동을 방지하여 사면(100)이 안정화된다.By the construction of the nail 50, the slope 100 is stabilized by preventing the flow of the ground due to vibration or earthquake in the nearby construction site.

이어서, 도 11에 도시된 바와 같이, 사면(100)에 소정패턴으로 구획된 복수의 공간부(71)를 형성하는 격자상튜브(70)를 펼치고, 격자상튜브(70)를 상기 돌출된 네일(50)에 고정시킨다.Subsequently, as shown in FIG. 11, the latticed tube 70 is formed to form a plurality of space portions 71 partitioned in a predetermined pattern on the slope 100, and the latticed tube 70 is projected to the nail. Fix to (50).

이때 고정방법으로는 도 10 및 도 11에 도시된 바와 같이, 사면(100)에 돌출된 네일(50)의 선단에 고정블럭(60)을 형성하여서, 상기 격자상튜브(70)의 일부 공간부(71)를 상기 고정블럭(60)에 결합하여 고정시킨다.In this case, as shown in FIGS. 10 and 11, as shown in FIGS. 10 and 11, a fixed block 60 is formed at the tip of the nail 50 protruding from the slope 100, so that a part of the space of the grid tube 70 is formed. The 71 is fixed to the fixing block 60 by coupling.

상기 고정블럭(60)은 시멘트 50~90%, 석탄재 45~7.5%, 황토 5~3.5%의 배합비율로 혼합형성된 것으로써, 거푸집등을 제작하여 형성한다.The fixed block 60 is formed by mixing 50 to 90% of cement, 45 to 7.5% of coal ash, and 5 to 3.5% of ocher, and form and form molds.

또한, 네일(50)의 선단에 고정블럭(60)의 안정된 고정을 위하여, 상기 고정블럭(60)의 상면으로 네일(50)의 선단을 돌출시키고, 고정블럭(60)의 상면에 보호판(61)을 위치시켜서 돌출된 네일(50)의 선단에 너트(62)를 결합하여 고정시킨다.In addition, in order to stably fix the fixing block 60 to the tip of the nail 50, the tip of the nail 50 protrudes from the upper surface of the fixing block 60, and a protective plate 61 on the upper surface of the fixing block 60. Position and fix the nut 62 to the tip of the protruding nail 50.

이때, 네일(50)의 선단에 보호캡(63)을 결합하여서, 녹화시공 및 보수시에작업자의 안전사고를 예방토록 한다.At this time, by coupling the protective cap 63 to the tip of the nail 50, to prevent the safety accident of the operator during the greening and repair.

이어서, 상기 격자상튜브(70)에 충진재(75)를 주입하여 양생시키고, 양생이 완료된 후에는 도 8에 도시된 바와 같이, 배양토(82)에 초목(83)이 식재(植栽)된 식생상자(80)를 상기 각 공간부(71)에 결합하여 녹화시공을 한다.Subsequently, the filler 75 is injected into the lattice tube 70 and cured. After curing is completed, as shown in FIG. 8, the vegetation 83 is planted in the culture soil 82. The box 80 is coupled to each of the spaces 71 to perform greening.

한편, 상기 충진재(75)를 주입하는 단계 이전에, 도 8 및 도 12에 도시된 바와 같이, 상기 식생상자(80)에 대응되는 형상을 가지며 상기 충진재(75)의 주입에 의해서 공간부(71)의 변형을 방지시키는 지지틀(90)을 상기 각 공간부(71)에 결합시킨다.On the other hand, before the step of injecting the filler 75, as shown in Figures 8 and 12, having a shape corresponding to the vegetation box 80 and the space portion 71 by the injection of the filler 75. The support frame 90 to prevent the deformation of the) is coupled to each of the space (71).

이 경우 지지틀(90)에 의해서 공간부(71)의 형상이 유지되면서 충진재(75)가 주입되게 되며, 식생상자(80)를 공간부(71)에 결합시킬때 지지틀(90)에 의해서 격자상튜브(80)의 손상을 방지시키며 식생상자(80)의 결합을 원할하게 한다.In this case, while the shape of the space 71 is maintained by the support frame 90, the filler 75 is injected, and when the vegetation box 80 is coupled to the space 71, by the support frame 90. Prevents damage to the grid tube 80 and makes the coupling of the vegetation box (80) smooth.

또한, 지지틀(90)을 결합시킴으로써, 충진재(75)의 양생이전에 식생상자(80)의 설치를 가능하게 함으로써 공기단축에 유리하다.In addition, by coupling the support frame 90, it is advantageous to shorten the air by enabling the installation of the vegetation box 80 before curing of the filler 75.

상기 충진재(75)는 시멘트 50~90%, 석탄재 45~7.5%, 황토 5~3.5%의 배합비율로 혼합형성된 것으로서, 투수가 가능하여 우천시 배수를 원할하게 한다. 또한, 황토 및 석탄재에 의해서 토양의 개선에 유리하며 시멘트에 의해서 견고한 상태로 유지 가능하게 한다.The filler 75 is a mixture of 50 ~ 90% cement, 45 ~ 7.5% coal ash, 5 ~ 3.5% loess 5, 3.5% as a mixture formed, it is possible to permeate the rain when the rain is smooth. In addition, it is advantageous to improve the soil by loess and coal ash, and it is possible to maintain a solid state by cement.

한편, 상기 격자상튜브(70)는 투수 및 배수가 원할하도록 직조된 섬유재질로 형성함이 바랍직하다.On the other hand, the grid-like tube 70 is preferably formed of a woven fiber material so that the permeability and drainage is desired.

상기 사면 안정화 및 녹화공법은 성토 또는 절토된 사면(100)에 네일(50)을이용한 지반의 안정화시공을 하고, 네일(50)에 격자상튜브(70)를 고정시키고 충진재(75)를 주입한 후에, 공간부(71)에 지지틀(90)를 결합시키고 식생상자(80)를 결합함으로써 녹화시공을 완료한다.The slope stabilization and greening method is stabilized construction of the ground using the nail 50 on the fill or cut slope 100, the lattice tube 70 is fixed to the nail 50 and the filler 75 is injected After that, the support frame 90 is coupled to the space 71 and the vegetation box 80 is coupled to complete the greening construction.

상술한 바와 같은 본 발명 공법은 상기 본원의 정신과 범위를 이탈함이없이 상기 실시예에 한정되지 아니하고 많은 변형을 가하여 실시될 수 있다.As described above, the inventive method is not limited to the above embodiments without departing from the spirit and scope of the present application and can be practiced with many modifications.

상술한 바와 같은 본 발명은 다음과 같은 이점을 가진다.The present invention as described above has the following advantages.

첫째, 사면에 격자상튜브(70)를 설치하여 충진재(75)를 주입하기 이전에, 사면에 네일(50)을 삽입하여 지반의 안정화 시공을 선시공함으로써 격자상튜브의 설치시 지반의 진동/지진 등에 의한 균열을 방지하고 격자상튜브의 이동등 시공의 번거로움을 해소한다.First, before the lattice tube 70 is installed on the slope to inject the filler 75, the nail 50 is inserted into the slope to stabilize the construction of the ground. It prevents cracks caused by the back, and eliminates the trouble of construction such as moving the lattice tube.

둘째, 초목이 식재되어 녹화가 완료된 식생상자(80)를 격자상튜브의 공간부(71)에 설치함으로써 사면의 안정화 시공과 동시에 녹화가 이루어지므로 공기를 단축시킨다. 또한, 동일 크기의 초목으로 식생시킴으로써 녹화를 균일하게 한다.Second, by installing the vegetation box 80, the vegetation is planted and the greening is completed in the space portion 71 of the lattice-shaped tube and the greening is made at the same time as the stabilization construction of the slope to shorten the air. In addition, greening is made uniform by vegetation with vegetation of the same size.

세째, 격자상튜브(70)의 공간부(71)에 지지틀(90)을 결합시킴으로써, 충진재(75)의 주입시 공간부의 변형을 방지하여 식생상자(80)의 결합을 편리하게 한다.Third, by coupling the support frame 90 to the space portion 71 of the lattice tube 70, the deformation of the space portion during injection of the filler 75 to facilitate the coupling of the vegetation box (80).

또한 지지틀(90)을 결합시킴으로써 주입된 충진재의 양생시간의 소요없이 식생상자(80)의 설치를 가능하게 하므로 공기단축에 더욱 유리하다.In addition, by combining the support frame 90 enables the installation of the vegetation box 80 without the need for curing time of the injected filler is more advantageous for shortening the air.

네째, 고정블럭(60) 및 충진재(75)를 시멘트, 석탄재(고로토) 및 황토를 소정의 배합비율로 제조함으로써, 격자상튜브(70)를 일정형상으로 견고하게 유지시키고 환경친화적으로 설치가 가능하다.Fourth, by manufacturing the fixed block 60 and the filler material 75 of cement, coal ash (blast furnace) and loess at a predetermined mixing ratio, the lattice tube 70 is firmly maintained in a predetermined shape and is environmentally friendly to install. It is possible.

Claims (6)

사면(100)의 적정 위치에 적정 직경의 네일(50)을 그 선단이 사면(100)에 돌출하도록 적정 깊이로 삽입하여 지반의 전단이동에 대해 안정화시키는 네일 삽입단계와,A nail insertion step of stabilizing the shearing movement of the ground by inserting a nail 50 having a proper diameter at an appropriate position of the slope 100 at an appropriate depth so that its tip protrudes from the slope 100; 소정패턴으로 구획된 복수의 공간부(71)를 형성하는 격자상튜브(70)를 사면(100)에 돌출된 상기 네일(50)에 고정시키는 고정단계와,A fixing step of fixing the grid tube 70 forming the plurality of space portions 71 partitioned into a predetermined pattern to the nail 50 protruding from the slope 100; 상기 격자상튜브(70)에 충진재(75)를 주입하는 단계와,Injecting a filler 75 into the lattice tube 70; 배양토(82)에 초목(83)이 식재(植栽)된 식생상자(80)를 상기 각 공간부(71)에 결합하여 녹화를 하는 녹화단계를 포함하여 된 것을 특징으로 하는 사면 안정화 및 녹화공법.Slope stabilization and greening method characterized in that it comprises a greening step of recording the vegetation box 80, the vegetation (83) planted in the culture soil (82) to each of the space portion 71 for recording . 제 1 항에 있어서, 상기 고정단계는 상기 네일(50)의 선단에 고정블럭(60)을 형성하여서, 상기 격자상튜브(70)의 공간부(71)를 상기 고정블럭(60)에 결합하여 고정하는 것을 특징으로 하는 사면 안정화 및 녹화공법.The method of claim 1, wherein the fixing step is to form a fixed block 60 at the tip of the nail 50, by coupling the space portion 71 of the grid tube 70 to the fixed block 60 Slope stabilization and greening method characterized in that the fixing. 제 2 항에 있어서, 상기 고정블럭(60)은 시멘트 50~90%, 석탄재 45~7.5%, 황토 5~3.5%의 배합비율로 형성된 것을 특징으로 하는 사면 안정화 및 녹화공법.The method of claim 2, wherein the fixed block 60 is a slope stabilization and greening method, characterized in that formed in the mixing ratio of 50 ~ 90% cement, 45 ~ 7.5% coal ash, 5 ~ 3.5% loess. 제 1 항 또는 제 2 항에 있어서, 상기 충진재(75)를 주입하는 단계 이전에, 상기 식생상자(80)에 대응되는 형상을 가지며 상기 충진재(75)의 주입에 의해서 공간부(71)의 변형을 방지시키는 지지틀(90)을 상기 각 공간부(71)에 결합시키는 단계를 더 포함하여 된 것을 특징으로 하는 사면 안정화 및 녹화공법.According to claim 1 or 2, Before the step of injecting the filler 75, has a shape corresponding to the vegetation box 80, deformation of the space portion 71 by the injection of the filler 75. Slope stabilization and greening method characterized in that it further comprises the step of coupling the support frame 90 to each of the space portion (71). 제 2 항 또는 제 3 항에 있어서, 상기 고정블럭(60)의 상면으로 네일(50)의 선단을 돌출시키고, 고정블럭(60)의 상면에 보호판(61)을 위치시켜서 돌출된 네일(50)의 선단에 너트(62)를 결합하여 고정시키고, 네일(50)의 선단에 보호캡(63)을 결합한 것을 특징으로 하는 사면 안정화 및 녹화공법.The nail 50 of claim 2 or 3, wherein the tip of the nail 50 protrudes from the upper surface of the fixing block 60, and the protective plate 61 is positioned on the upper surface of the fixing block 60. Slope stabilization and greening method, characterized in that by fixing the nut 62 to the front end of the coupling, the protective cap 63 to the front end of the nail (50). 제 4 항에 있어서, 상기 충진재(75)는 시멘트 50~90%, 석탄재 45~7.5%, 황토 5~3.5%의 배합비율로 형성된 것을 특징으로 하는 사면 안정화 및 녹화공법.5. The slope stabilization and greening method according to claim 4, wherein the filler (75) is formed at a mixing ratio of 50 to 90% of cement, 45 to 7.5% of coal ash, and 5 to 3.5% of loess.
KR10-2004-0089723A 2004-11-05 2004-11-05 A method of construction for stability and afforestation of a sloping surface KR100506489B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101364012B1 (en) * 2011-07-20 2014-02-17 하이원 케미칼(주) Nature-friendly stree tree safe cover having impoundment space
CN109024628A (en) * 2018-08-27 2018-12-18 深圳花果山生态科技有限公司 A kind of method of quick ecological slope controlling

Families Citing this family (3)

* Cited by examiner, † Cited by third party
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KR100822009B1 (en) 2006-08-30 2008-04-16 주식회사 삼보기술단 Slope greening system using reinforcing member and therefor method
KR101042749B1 (en) 2008-07-21 2011-06-20 이승호 Multistage press type soil-nail apparatus for reinforcing a slope
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Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5314907A (en) * 1976-07-27 1978-02-10 Yasunaga Riken Co Ltd Woven cloth inclined scrib work
JPS56122424A (en) * 1980-03-01 1981-09-25 Kiyoshi Yamamoto Construction of reinforced concrete structure and fabric formwork therefor
JPS6085334U (en) * 1983-11-14 1985-06-12 旭化成株式会社 Cloth method frame forming body
JPS61186620A (en) * 1985-02-13 1986-08-20 Asahi Chem Ind Co Ltd Bag body made of cloth for slope form vegetation
JP2655137B2 (en) * 1995-06-26 1997-09-17 新技術工営株式会社 Slope construction method
JPH0931993A (en) * 1995-07-24 1997-02-04 Daiwa Kogyo Kk Installation of pressure-receiving board for side slope protection
JP3807801B2 (en) * 1996-12-05 2006-08-09 株式会社早水組 Slope greening method
KR100290334B1 (en) * 1998-08-21 2001-06-01 송재헌 Environmental-friendship fiber rod for seashore construction and method for constructing the seashore
KR100329202B1 (en) * 1999-07-09 2002-05-16 민병창 Method of and block for forming a grass grow plot on an inclined plane for public works
JP3662500B2 (en) * 2001-01-30 2005-06-22 鈴木金属工業株式会社 Slope stabilization method and its reinforcement frame
KR20030093632A (en) * 2002-06-04 2003-12-11 홍정희 Mixed cement, mortar or concrete, and manufacturing method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101364012B1 (en) * 2011-07-20 2014-02-17 하이원 케미칼(주) Nature-friendly stree tree safe cover having impoundment space
CN109024628A (en) * 2018-08-27 2018-12-18 深圳花果山生态科技有限公司 A kind of method of quick ecological slope controlling

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