KR20060116311A - Soil construction structure for slope of rockincision - Google Patents

Soil construction structure for slope of rockincision Download PDF

Info

Publication number
KR20060116311A
KR20060116311A KR1020050038355A KR20050038355A KR20060116311A KR 20060116311 A KR20060116311 A KR 20060116311A KR 1020050038355 A KR1020050038355 A KR 1020050038355A KR 20050038355 A KR20050038355 A KR 20050038355A KR 20060116311 A KR20060116311 A KR 20060116311A
Authority
KR
South Korea
Prior art keywords
rock slope
fixing
anchor member
incision
setting
Prior art date
Application number
KR1020050038355A
Other languages
Korean (ko)
Inventor
이종만
Original Assignee
솔렌스(주)
주식회사 승화이엔씨
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 솔렌스(주), 주식회사 승화이엔씨 filed Critical 솔렌스(주)
Priority to KR1020050038355A priority Critical patent/KR20060116311A/en
Publication of KR20060116311A publication Critical patent/KR20060116311A/en

Links

Images

Classifications

    • 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
    • E02D17/202—Securing of slopes or inclines with flexible securing means
    • 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
    • E02D2300/0021—Mortar
    • 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
    • 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
    • Y02A10/23—Dune restoration or creation; Cliff stabilisation

Landscapes

  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

A soil construction structure for a cut rock slope is provided to improve the appearance of a rock slope by simplifying vegetation for landscape architecture and to finish up an exposed rock slope well without breaking after public works by installing setting members on a rock slope using anchor members. A soil construction structure for a cut rock slope comprises the steps of: fixing a setting member on a rock slope stably without movement by forming many fixing grooves on a rock slope at regular intervals using equipment such as a drill to correspond to each fixing hole of a setting member, placing setting members(20) on the rock slope, inserting the base of an anchor member(30) to the fixing hole of the setting member and inserting to each fixing groove of the rock slope, injecting mortar into an injection hole of the anchor member using a hydraulic mortar injector and flowing in the fixing groove of the rock slope through many discharge holes of an insertion bar of the anchor member to make the anchor member adhered tightly by the mortar, tightening a coupling nut placed on the top of the anchor member downward and adhering a washer coupled to the bottom of the coupling nut closely to the fixing hole of the setting member; connecting the setting members continuously on the whole surface of the rock slope by connecting a netted band placed around a binding part of the prefixed setting member to the rock slope with a netted bank of another setting member using binders such as bands; and spreading soil(50) for landscape architecture on the top of the setting members stably.

Description

암절개지의 경사면 식생토 시공구조{Soil construction structure for slope of rockincision} Oil construction structure for slope of rockincision

도 1은 본 발명의 시공상태를 나타낸 사시도1 is a perspective view showing a construction state of the present invention

도 2는 본 발명 안착부재의 사시도Figure 2 is a perspective view of the seating member of the present invention

도 3은 본 발명 앵커부재의 사시도Figure 3 is a perspective view of the anchor member of the present invention

도 4는 본 발명 안착부재의 결속부 발췌 단면구성도 Figure 4 is an excerpt cross-sectional configuration of the binding portion of the seating member of the present invention

도 5는 본 발명의 시공에 사용되는 유압식 몰탈주입기의 사시도5 is a perspective view of a hydraulic mortar injector used in the construction of the present invention

<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>

10 : 암절개지 11 : 고정홈10: cancer incision 11: fixing groove

20 : 안착부재 21 : 결속부20: mounting member 21: binding part

22 : 고정홀 23 : 밴드적층망22: fixing hole 23: band lamination network

30 : 앵커부재 31 : 삽입봉30: anchor member 31: insertion rod

32 : 배출홀 33 : 나선부32: discharge hole 33: spiral portion

34 : 주입홀 35 : 와셔34: injection hole 35: washer

36 : 조임너트 36: tightening nut

본 발명은 암절개지의 경사면 식생토 시공구조에 관한 것이다.The present invention relates to a slope vegetation soil construction structure of rock incision.

본 발명은 토목공사 후 노출된 암절개지의 경사면에 조경녹화 환경을 조성하기 위해 밑바탕이 되는 식생토를 용이하게 포설할 수 있도록 함으로서 암절개지의 경사면 미관 향상은 물론 안정된 시공구조로 암절개지의 경사면 붕괴도 미연에 예방할 수 있도록 한 것이다.The present invention is to facilitate the installation of vegetation soil that is the foundation to create a landscape greening environment on the slope of the rock cutting site exposed after the civil engineering work to improve the beauty of the slope of the rock cutting site as well as to collapse the slope of the rock cutting area with a stable construction structure It is to prevent even.

일반적으로 암절개지는 일반 지형과는 달리 대부분이 바위나 돌들로 이루어져 있어 조경을 위한 식생녹화를 위해 식생토를 암절개지의 경사면 전반에 포설하는 것이 매우 까다롭기 때문에 토목공사 후 장기간 방치해두거나 암절개지의 경사면 일부만을 미흡하게 시공하고 있는 실정이다.Unlike general terrain, most rock cuts are made of rocks or stones, so it is very difficult to lay vegetation soils all over the slopes of rock cuts for vegetation greening for landscaping. Only a part of the inclined surface is being constructed.

그러나 상기와 같이 토목공사 후 노출된 암절개지의 경사면에 식생녹화를 미흡하게 실시하게 되면 주변의 미관을 해치게 되고 특히, 장마철에는 암절개지의 경사면이 슬라이딩 현상에 의해 쉽게 붕괴되어 상기 붕괴된 암절개지의 경사면 복구에 따르는 불필요한 비용이 과도하게 소요될 뿐만 아니라 도로와 인접한 장소인 경우 차량 안전사고의 발생 우려가 높기 때문에 토목공사 후 노출된 암절개지의 경사면 식생녹화를 더욱 충실히 해야 할 필요성이 요구된다. However, if the vegetation recording is insufficiently performed on the inclined surface of the rock incision site exposed after the civil engineering work as described above, the beauty of the surroundings is injured. In particular, during the rainy season, the incline of the cancer incision site easily collapses due to the sliding phenomenon. Unnecessary costs due to slope recovery are excessive, and there is a high risk of vehicle safety accidents in areas adjacent to roads. Therefore, there is a need for more faithful vegetation greening of sloped vegetation exposed after civil works.

본 발명은 토목공사 후 노출된 암절개지의 경사면에 조경녹화 환경을 조성하기 위해 밑바탕이 되는 식생토를 용이하게 포설할 수 있도록 함으로서 암절개지의 경사면 미관 향상은 물론 안정된 시공구조로 암절개지의 경사면 붕괴도 미연에 예 방할 수 있도록 함을 목적으로 한다. The present invention is to facilitate the installation of vegetation soil that is the foundation to create a landscape greening environment on the slope of the rock cutting site exposed after the civil engineering work to improve the beauty of the slope of the rock cutting site as well as to collapse the slope of the rock cutting area with a stable construction structure The purpose is to prevent precautions.

이를 위해 본 발명은 암절개지의 경사면에 다수의 고정홈을 등간격으로 형성하고 상기 암절개지의 경사면에 연속적으로 연결 설치되며 상기 고정홈에 일치되는 고정홀이 상면 둘레에 형성됨과 동시에 그 안쪽으로 보강망이 종방향 및 횡방향으로 엮인 다수의 결속부가 구획된 상태로 마련되며 상기 결속부의 주위에 연결을 위한 밴드적층망이 형성된 안착부재 및 상면 중앙에 주입홀 및 저부 둘레에 다수의 배출홈을 갖는 삽입봉이 일체로 형성되고 상단부 둘레에 나선부가 형성되어 상기 나선부에 와셔 및 조임너트가 순차 결합된 원통형의 앵커부재를 각각 구비하되, 상기 앵커부재의 저부를 안착부재의 고정홀을 통해 암절개지의 고정홈에 삽입한 상태로 앵커부재의 주입홀에 몰탈주입기로 몰탈을 주입하여 앵커부재로 안착부재를 고정시키도록 하는 한편, 상기 안착부재의 상면에 조경을 위한 식생토를 포설할 수 있도록 하는 것을 특징으로 하는 암절개지의 경사면 식생토 시공구조를 제공함으로서 상기 목적을 달성하고자 한다. To this end, the present invention forms a plurality of fixing grooves on the inclined surface of the female incision at equal intervals and is continuously connected to the inclined surface of the female incision, and the fixing hole corresponding to the fixing groove is formed around the upper surface and at the same time reinforced therein. It is provided in a state in which a plurality of binding portions of the net are woven in the longitudinal direction and the transverse direction, and a seating member having a band lamination network for connection around the binding portion, and having a plurality of discharge holes around the injection hole and the bottom in the center of the upper surface. Insertion rods are integrally formed and a spiral portion is formed around the upper end to provide a cylindrical anchor member in which the washer and the tightening nut are sequentially coupled to the spiral portion, respectively, and the bottom of the anchor member is formed through the fixing hole of the seating member. The mortar is injected into the injection hole of the anchor member while being inserted into the fixing groove to fix the seating member with the anchor member. On the other hand, to achieve the above object by providing a sloped vegetation soil construction structure of the rock cutout, characterized in that to install the vegetation soil for landscaping on the upper surface of the seating member.

본 발명은 암절개지(10)의 경사면에 다수의 고정홈(11)을 등간격으로 형성하여 상기 고정홈(11)이 형성된 암절개지(10)의 경사면에 조경을 위한 식생토를 안정적인 포설하기 위한 안착부재(20)를 연속적으로 연결 설치하되, 상기 안착부재(20)를 앵커부재(30)로 암절개지(10)의 고정홈(11)에 고정하여 상기 안착부재(20)의 상면에 조경을 위한 식생토를 포설할 수 있도록 하는 것을 특징으로 한다. The present invention forms a plurality of fixing grooves 11 on the inclined surface of the rock incision 10 at equal intervals for the stable laying of vegetation soil for landscaping on the inclined surface of the cancer incision 10 formed with the fixing groove 11 The seating member 20 is continuously connected to and installed, and the seating member 20 is fixed to the fixing groove 11 of the female incision 10 by the anchor member 30 so that the landscaping is performed on the upper surface of the seating member 20. Characterized in that the ground for vegetation for vegetation.

도면의 미설명 부호 (40)은 유압식 몰탈주입기, (50)은 식생토를 나타낸다.In the drawings, reference numeral 40 denotes a hydraulic mortar injector, and 50 denotes vegetation soil.

상기 안착부재(20)는 암절개지(10)의 고정홈(11)에 일치되는 고정홀(22)이 상면 둘레에 형성됨과 동시에 그 안쪽으로 보강망이 종방향 및 횡방향으로 엮인 다수의 결속부(21)가 구획된 상태로 마련되며 상기 결속부(21)의 주위에 연결을 위한 밴드적층망(23)이 형성된 구조로 제공된다. The seating member 20 has a plurality of fastening portions formed in the longitudinal direction and the transverse direction of the reinforcing nets are formed inside the fixing hole 22 corresponding to the fixing grooves 11 of the female incision 10 around the upper surface and at the same time. 21 is provided in a partitioned state and is provided in a structure in which a band lamination network 23 for connection is formed around the binding portion 21.

상기 앵커부재(30)는 상면 중앙에 주입홀(34) 및 저부 둘레에 다수의 배출홈을 갖는 삽입봉(31)이 일체로 형성되고 상단부 둘레에 나선부(33)가 형성되어 상기 나선부(33)에 와셔(35) 및 조임너트(36)가 순차 결합된 원통형의 구조로 제공된다.The anchor member 30 has an insertion hole 31 having a plurality of discharge grooves around the bottom of the injection hole 34 and the bottom thereof integrally formed at the center of the upper surface thereof, and a spiral portion 33 formed around the upper end thereof. 33, a washer 35 and a tightening nut 36 are provided in a cylindrical structure in which they are sequentially coupled.

상기 앵커부재(30)의 저부를 안착부재(20) 고정홀(22)을 통해 암절개지(10)의 고정홈(11)에 삽입한 상태로 앵커부재(30)의 주입홀(34)에 몰탈을 몰탈주입기로 주입함에 따라 상기 몰탈이 삽입봉(31)의 배출홀(32)로 인출되어 앵커부재(30)가 암절개지(10)의 고정홈(11)에 고착될 수 있도록 한 구조로 제공된다. Mortar to the injection hole 34 of the anchor member 30 in a state in which the bottom of the anchor member 30 is inserted into the fixing groove 11 of the female incision 10 through the mounting member 20 fixing hole 22. As mortar is injected into the mortar injector, the mortar is drawn out into the discharge hole 32 of the insertion rod 31 so that the anchor member 30 can be fixed to the fixing groove 11 of the female incision 10. do.

첨부도면 도 1은 본 발명의 시공상태를 나타낸 사시도이고, 도 2는 본 발명 안착부재의 사시도이며, 도 3은 본 발명 앵커부재의 사시도이고, 도 4는 본 발명 안착부재의 결속부 발췌 단면구성도이며, 도 5는 본 발명의 시공에 사용되는 유압식 몰탈주입기의 사시도를 나타낸다.1 is a perspective view showing a construction state of the present invention, Figure 2 is a perspective view of the seating member of the present invention, Figure 3 is a perspective view of the anchor member of the present invention, Figure 4 is a cross-sectional configuration of the binding portion of the seating member of the present invention 5 is a perspective view of a hydraulic mortar injector used in the construction of the present invention.

이하 본 발명의 작용을 상세히 설명하면 다음과 같다. Hereinafter, the operation of the present invention will be described in detail.

본 발명은 도 1에서와 같이 암절개지(10)의 경사면에 드릴과 같은 공구를 이용하여 안착부재(20)의 고정홀(22) 위치에 맞추어 다수의 고정홈(11)을 등간격으로 형성한 다음 상기 암절개지(10)의 경사면에 안착부재(20)를 올려놓은 상태에서 도 3에 도시된 앵커부재(30)의 저부를 고정홀(22)에 삽입하여 이와 일치되는 암절개지 (10)의 고정홈(11)에 각각 삽입한 후 도 5에 도시된 유압식 몰탈주입기를 이용하여 앵커부재(30)의 주입홀(34) 내부로 몰탈을 주입하게 되면 상기 주입된 몰탈이 앵커부재(30)의 삽입봉(31)에 형성된 다수의 배출홀(32)을 통해 암절개지(10)의 고정홈(11) 내측으로 유출되어 앵커부재(30)가 상기 몰탈에 의해 견고히 고착되며 이때 앵커부재(30)의 상단부에 마련된 조임너트(36)를 하방으로 조여 조임너트(36)의 하단에 결합된 와셔(35)를 안착부재(20)의 고정홀(22) 주위에 긴밀히 밀착시킴으로서 안착부재(20)를 암절개지(10)의 경사면에 유동이 없는 상태로 안정되게 고정시키게 되는 것이다.The present invention formed a plurality of fixing grooves 11 at equal intervals in accordance with the position of the fixing hole 22 of the seating member 20 using a tool such as a drill on the inclined surface of the female incision 10 as shown in FIG. Next, in the state in which the seating member 20 is placed on the inclined surface of the female incision 10, the bottom of the anchor member 30 shown in FIG. 3 is inserted into the fixing hole 22 of the female incision 10 corresponding thereto. When the mortar is injected into the injection hole 34 of the anchor member 30 using the hydraulic mortar injector illustrated in FIG. 5 after being inserted into the fixing groove 11, the injected mortar is formed in the anchor member 30. Through the plurality of discharge holes 32 formed in the insertion rod 31 flows into the fixing groove 11 of the female incision 10, the anchor member 30 is firmly fixed by the mortar, and at this time the anchor member 30 Tighten the tightening nut 36 provided at the upper end of the lower portion of the mounting member 20 to the washer 35 coupled to the lower end of the tightening nut 36. By closely adhering around the fixing hole 22, the seating member 20 is stably fixed to the inclined surface of the female incision 10 without flow.

한편 상기와 같이 방법으로 안착부재(20)를 암절개지(10)의 경사면에 고정하게 되면 안착부재(20)를 연속적으로 연결시키기 위해 암절개지(10)의 경사면에 이미고정된 안착부재(20)의 결속부(21) 주위에 마련된 밴드적층망(23)과 고정되지 아니한 또 다른 안착부재(20)의 밴드적층망(23)을 밴드 등과 같은 결속수단으로 순차 연결하여 암절개지(10)의 경사면 표면 전체를 안착부재(20)로 시공한 다음 조경을 위한 식생토를 본격적으로 포설하게 되며 이와 같이 안착부재(20) 상면에 포설된 식생토는 도 4에 도시된 바와 같이 안착부재(20)의 상면에 구획된 다수의 결속부(21) 즉 보강망이 종방향 및 횡방향으로 엮인 식생토 결속구조에 의해 식생토가 안착부재(20)의 상면에서 안정되게 자리를 잡고 포설되기 때문에 조경을 위한 식생을 용이하게 하여 암절개지(10)의 미관을 향상시키게 될 뿐만 아니라 안착부재(20)가 암절개지(10)의 경사면에 앵커부재(30)로서 견고히 설치되기 때문에 붕괴에 대한 염려없이 토목공사 후 노출된 암절개지(10)의 경사면을 양호한 상태로 마감 시공할 수 있게 되는 것이다.Meanwhile, when the seating member 20 is fixed to the inclined surface of the female incision 10 in the above manner, the seating member 20 fixed to the inclined surface of the female incision 10 to continuously connect the seating member 20. The inclined surface of the arm incision 10 by sequentially connecting the band lamination network 23 of another seating member 20, which is not fixed to the band lamination network 23 provided around the binding portion 21, by a binding means such as a band. After the entire surface is installed with the seating member 20, the vegetation soil is installed in earnest for landscaping. Thus, the vegetation soil installed on the upper surface of the seating member 20 is formed as shown in FIG. 4. For landscaping, since the vegetation soil is securely positioned and laid on the upper surface of the seating member 20 by a plurality of binding portions 21, that is, a vegetation soil binding structure in which the reinforcing nets are woven in the longitudinal and transverse directions. Facilitate the vegetation and the beauty of cancer incision 10 In addition, the seating member 20 is firmly installed as the anchor member 30 on the inclined surface of the female incision 10, so that the inclined surface of the exposed female incision 10 after the civil engineering work without fear of collapse is in good condition. Will be able to finish construction.

이상에서는 본 발명의 바람직한 실시예에 대하여 도시하고 설명하였으나 본 발명은 상기한 실시예에 한정되지 아니하며 청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 본 발명이 속하는 분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변형 실시가 가능한 것은 물론이고 그와 같은 변경은 기재된 청구범위 내에 있게 된다.Although the above has been illustrated and described with respect to the preferred embodiment of the present invention, the present invention is not limited to the above-described embodiment without departing from the gist of the present invention claimed in the claims, having ordinary skill in the art to which the present invention pertains. Anyone can make various modifications as well as such changes are within the scope of the appended claims.

본 발명은 토목공사 후 노출된 암절개지의 경사면에 조경녹화 환경을 조성하기 위해 밑바탕이 되는 식생토를 용이하게 포설할 수 있어 암절개지의 경사면 미관을 향상시킬 수 있을 뿐만 아니라 안정된 시공구조로 암절개지의 경사면 붕괴도 미연에 예방할 수 있는 유용한 발명이다.The present invention can easily install the underlying vegetation soil in order to create a landscaped greening environment on the slope of the rock cutting site exposed after the civil engineering work can not only improve the aesthetics of the slope of the rock cutting site, but also make a stable construction structure The collapse of the slope is also a useful invention that can be prevented in advance.

Claims (4)

암절개지(10)의 경사면에 다수의 고정홈(11)을 등간격으로 형성하여 상기 고정홈(11)이 형성된 암절개지(10)의 경사면에 조경을 위한 식생토를 안정적인 포설하기 위한 안착부재(20)를 연속적으로 연결 설치하되, 상기 안착부재(20)를 앵커부재(30)로 암절개지(10)의 고정홈(11)에 고정하여 상기 안착부재(20)의 상면에 조경을 위한 식생토를 포설할 수 있도록 하는 것을 특징으로 하는 암절개지의 경사면 식생토 시공구조.A seating member for stably laying vegetation soil for landscaping on the inclined surface of the female incision 10 is formed by forming a plurality of fixing grooves 11 at equal intervals on the inclined surface of the female incision 10 ( 20) are continuously installed, the vegetation soil for landscaping on the upper surface of the seating member 20 by fixing the seating member 20 to the fixing groove 11 of the female incision 10 with the anchor member 30 Slope vegetation soil construction structure of the rock incision, characterized in that to be installed. 제1항에 있어서, 상기 안착부재(20)는 암절개지(10)의 고정홈(11)에 일치되는 고정홀(22)이 상면 둘레에 형성됨과 동시에 그 안쪽으로 보강망이 종방향 및 횡방향으로 엮인 다수의 결속부(21)가 구획된 상태로 마련되며 상기 결속부(21)의 주위에 연결을 위한 밴드적층망(23)이 형성되는 것을 특징으로 하는 암절개지의 경사면 식생토 시공구조.According to claim 1, wherein the seating member 20 is a fixing hole 22 corresponding to the fixing groove 11 of the female incision 10 is formed around the upper surface of the reinforcing net in the longitudinal direction and the transverse direction therein Slope vegetation soil construction structure of the rock cutout, characterized in that the plurality of binding portion 21 is provided in a partitioned state and the band lamination network 23 for connection is formed around the binding portion 21. 제1항에 있어서, 상기 앵커부재(30)는 상면 중앙에 주입홀(34) 및 저부 둘레에 다수의 배출홈을 갖는 삽입봉(31)이 일체로 형성되고 상단부 둘레에 나선부(33)가 형성되어 상기 나선부(33)에 와셔(35) 및 조임너트(36)가 순차 결합된 원통형의 구조인 것을 특징으로 하는 암절개지의 경사면 식생토 시공구조.According to claim 1, The anchor member 30 is formed in the center of the upper surface injection hole 34 and the insertion rod 31 having a plurality of discharge grooves around the bottom integrally formed and the spiral portion 33 around the upper end Sloped vegetation soil construction structure of the rock cutout, characterized in that formed in the spiral portion 33 is a cylindrical structure in which the washer 35 and the tightening nut 36 are sequentially coupled. 제1항에 있어서, 상기 앵커부재(30)의 저부를 안착부재(20) 고정홀(22)을 통해 암절개지(10)의 고정홈(11)에 삽입한 상태로 앵커부재(30)의 주입홀(34)에 몰탈을 몰탈주입기로 주입함에 따라 상기 몰탈이 삽입봉(31)의 배출홀(32)로 인출되어 앵커부재(30)가 암절개지(10)의 고정홈(11)에 고착될 수 있도록 하는 것을 특징으로 하는 암절개지의 경사면 식생토 시공구조.The method of claim 1, wherein the anchor member 30 is inserted into the fixing groove 11 of the female incision 10 through the mounting member 20, the fixing hole 22 of the bottom of the anchor member 30 As the mortar is injected into the hole 34 by the mortar injector, the mortar is drawn out into the discharge hole 32 of the insertion rod 31 so that the anchor member 30 is fixed to the fixing groove 11 of the female incision 10. Slope vegetation soil construction structure of the rock incision, characterized in that to enable.
KR1020050038355A 2005-05-09 2005-05-09 Soil construction structure for slope of rockincision KR20060116311A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020050038355A KR20060116311A (en) 2005-05-09 2005-05-09 Soil construction structure for slope of rockincision

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020050038355A KR20060116311A (en) 2005-05-09 2005-05-09 Soil construction structure for slope of rockincision

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR20-2005-0016472U Division KR200394929Y1 (en) 2005-06-09 2005-06-09 Soil charcoal powder construction structure for slope of rockincision

Publications (1)

Publication Number Publication Date
KR20060116311A true KR20060116311A (en) 2006-11-15

Family

ID=37653279

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020050038355A KR20060116311A (en) 2005-05-09 2005-05-09 Soil construction structure for slope of rockincision

Country Status (1)

Country Link
KR (1) KR20060116311A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100838276B1 (en) * 2007-06-12 2008-06-17 (주)대한지오이엔씨 Green retaining wall using vegetation mat and the construction method thereof
CN105862888A (en) * 2016-04-20 2016-08-17 中国水利水电第十工程局有限公司 Comprehensive protecting method for high and steep rock slopes
CN109137938A (en) * 2018-07-31 2019-01-04 浙江普天园林建筑发展有限公司 A kind of rock side slope ecological recovery method
CN113266026A (en) * 2021-06-24 2021-08-17 西安科技大学 Compound biological protection system of loess side slope

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100838276B1 (en) * 2007-06-12 2008-06-17 (주)대한지오이엔씨 Green retaining wall using vegetation mat and the construction method thereof
CN105862888A (en) * 2016-04-20 2016-08-17 中国水利水电第十工程局有限公司 Comprehensive protecting method for high and steep rock slopes
CN105862888B (en) * 2016-04-20 2018-05-11 中国水利水电第十一工程局有限公司 A kind of comprehensive protecting method of high precipitous rock slope
CN109137938A (en) * 2018-07-31 2019-01-04 浙江普天园林建筑发展有限公司 A kind of rock side slope ecological recovery method
CN113266026A (en) * 2021-06-24 2021-08-17 西安科技大学 Compound biological protection system of loess side slope

Similar Documents

Publication Publication Date Title
KR100813236B1 (en) The structure for a slope reinforcement and eco slope reinforcement method
CN105421470B (en) Assembled anchor pole arched framework combined type ecological revetment construction method
KR100947248B1 (en) A stone structure for the protection of slope and constructing method thereof
CN211200421U (en) Mountain side slope protection network
KR20060116311A (en) Soil construction structure for slope of rockincision
KR100504231B1 (en) A slope protection equipment for construction
KR101055635B1 (en) The bio-stone structure for protecting slope and the construction method thereof
CN113529753B (en) Construction method for quickly treating hillock by grouting quick-setting high polymer
KR100648884B1 (en) Sand and gardening plant loss preventive constructure of an rock incline
KR100899037B1 (en) Block assembly
KR100935176B1 (en) A road slope keeping for ecological planting and method
KR101244804B1 (en) Retaining law carbon eco-friendiy wall
KR101018903B1 (en) Stabilizing assembly for preventing soil-flow of slope and greening
KR200420007Y1 (en) Landscape bringing up structure in incline surface of incision ground of road
KR100918195B1 (en) Slope reinforcement method
JP4113470B2 (en) Anchors for embedding in slope prevention works and slope prevention construction methods
KR100778808B1 (en) Protective member of soil reinforcement slope for road in pro-environment
KR101138192B1 (en) Afforestation method of vertical wall and shelf assembly thereof
KR20040100786A (en) Construction method of a reinforced vegetation block for the open-cut slope, placing concrete and inserting a steel pin to the perforated hole after perforating at connecting corners
KR20060075707A (en) Vegetation mat construction using anchor-type gabion and method of construction for stability and afforestation of sloping surface
CN220284869U (en) Ecological barricade is restoreed to mine trace land vegetation
KR20030069154A (en) Method of reinforcing cutting sloped area by fiber reinforced block
KR100905930B1 (en) Concrete facilities for road slope protective
CN215926008U (en) Construction structure for rapidly treating collapse hillock by grouting fast-setting high polymer
KR200327419Y1 (en) Protector fixing structure for establishing of natural type river bank incline space

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E601 Decision to refuse application