KR100750703B1 - A vegetation block and a method for constructing the cut ground using - Google Patents

A vegetation block and a method for constructing the cut ground using Download PDF

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Publication number
KR100750703B1
KR100750703B1 KR1020060048751A KR20060048751A KR100750703B1 KR 100750703 B1 KR100750703 B1 KR 100750703B1 KR 1020060048751 A KR1020060048751 A KR 1020060048751A KR 20060048751 A KR20060048751 A KR 20060048751A KR 100750703 B1 KR100750703 B1 KR 100750703B1
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South Korea
Prior art keywords
building block
ecological building
slope
concrete
ecological
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KR1020060048751A
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Korean (ko)
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김영선
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중앙콘크리트(주)
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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
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements
    • 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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  • 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)
  • Retaining Walls (AREA)

Abstract

A construction method of a cutting area using an ecological building block is provided to secure bearing capacity by forming a concrete column, to maximize bearing capacity against horizontal earth pressure by connecting concrete having a reinforcing bar to a block and to prevent a breakdown by preventing the movement of earth. The construction method of a cutting area using an ecological building block comprises the steps of: forming a slope by selecting a cutting area for a retaining wall and digging out earth in the cutting area, forming a foundation by compacting the ground where ecological building blocks are constructed horizontally, arranging reinforcing bars and placing a first ecological building block and placing concrete, and installing perforated pipes on the slope and filling up the slope with earth to the same height as the top of the block; placing a second ecological building block on the top of the first ecological building block formed on the foundation in tiers to secure a vegetation space to the maximum and filling up the vegetation space of the second ecological building block and the slope with earth; forming a supporter by spreading subsidence prevention vinyl sheets(60) on the top of the ecological building block and the slope, inserting one side of a reinforcing bar(20) to an insertion groove(13a) formed on a rear wall of an ecological building block(100) and placing concrete on the slope, installing a perforated pipe on the concrete surface and piling up another ecological building block on the top of the ecological building block in tiers and laying the vegetation space and the slope; and finishing up the upper part of the cutting area by placing concrete on the slope and a concrete placing hole(14) of the ecological building block to form a concrete column.

Description

생태축조블록을 이용한 절토부 축조방법{A Vegetation block and a method for constructing the cut ground using}A Vegetation block and a method for constructing the cut ground using}

도 1은 본 발명에 따른 생태축조블록 및 이를 이용한 절토부 축조방법 중 생태축조블록의 사시도1 is a perspective view of an ecological building block of the ecological building block and a cut section construction method using the same according to the present invention

도 2는 본 발명에 따른 생태축조블록 및 이를 이용한 절토부 축조방법의 시공진행중인 상태를 나타낸 사시도Figure 2 is a perspective view showing the construction of the ecological building block and the cut section construction method using the same according to the present invention

도 3은 본 발명에 따른 생태축조블록 및 이를 이용한 절토부 축조방법의 수직 적층된 상태의 측면도Figure 3 is a side view of the vertically stacked state of the ecological construction block and cut section construction method using the same according to the present invention

도 4는 도 3의 A부분 확대도4 is an enlarged view of a portion A of FIG.

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

100: 생태축조블록 10: 전면벽100: ecological building block 10: front wall

11: 굴곡면 12a, 12b: 측면11: curved surface 12a, 12b: side

12a-1, 12b-1: 이음돌기 12a-2, 12b-2: 이음홈12a-1, 12b-1: joint protrusion 12a-2, 12b-2: joint groove

13: 후면벽 13a: 삽입홈13: Back wall 13a: Insertion groove

14: 콘크리트 타설공 15: 식생공간14: concrete pouring 15: vegetation space

본 발명은 생태축조블록을 이용한 절토부 축조방법에 관한 것으로, 더욱 상세하게는 블록의 적층상태를 수평 및 수직으로 견고하게 연결고정되도록 하며, 사면의 중앙부분에 지지수단을 형성하여 빗물등에 의한 침하를 방지할 수 있는 생태축조블록을 이용한 절토부 축조방법에 관한 것이다.The present invention relates to a cut section construction method using an ecological construction block, and more particularly, to securely connect the stacking state of the block horizontally and vertically, and to form a support means in the central portion of the slope to settle by rain, etc. It relates to a cut section construction method using an ecological construction block that can prevent.

일반적으로 종래의 알려진 블록의 시공방법으로 등록특허공보(등록번호 10-0527293호)에 기재된 내용과 같이 경사면에 시공되는 옹벽 시공방법에 있어서, 지면의 상측에 등 간격으로 수직포스트(10)가 설치되는 수직포스트 설치단계와 상기 설치된 수직포스트(10)와 수직포스트(10) 사이에 수평부재(20)가 설치되는 수평부재 설치단계와 상기 수평부재(20)의 후면으로 스트립(30)이 설치되는 스트립 설치단계와 상기 수직포스트(10)와 수지포스트(10)의 전면으로 경사지게 제 1 스크린 홈부(41)가 형성된 한 쌍의 프론트포스트(40)가 이음부재(50)에 의하여 연결설치되는 프론트포스트 설치단계와 상기 한 쌍의 프로트포스트(40)와 또 다른 한 쌍의 프로트포스트(40') 사이의 제 1 스크린 홈부(41)에 제 1 스크린(60)이 슬라이드 결합하고 프론트포스트(40)의 후면에 제 2 스크린(70)이 볼트 결합되어지는 스크린 결합단계와 상기 결합된 제 1 스크린(60)과 제2 스크린(70) 사이에 식생부가 조성되는 식생부 조성단계와 수직포스트(10)와 프론트포스트(40) 및 이음부재(50) 사이에 돌채웁작업이 순차적으로 제공되어 옹벽(A)이 시공되는 옹벽시공방법에 관한 것으 로 우선 옹벽용 구조물이 프레임들로 구성되어 있고 각각의 수직 포스트와 수평부재들이 끼움과 볼트결합 등 복잡한 조립으로 형성됨으로써 시공방법이 복잡하고 구조물이 중량감이 없어 내측의 토압을 견디기 힘들며 친환경적인 조형미를 현출시킬 수 없고 특히 스트립(띠 강판), 볼트 등과 같은 구조물의 부품 등은 산화부식으로 오래가지 않아 손상이 오므로 옹벽의 붕괴를 초래케 하는 옹벽용 구조물이라 할 수 있으며 또 종래 관련기술로서 국내공개특허공보(공개번호: 10-2005-0110603호)가 소개되고 있다. In general, in the retaining wall construction method which is constructed on an inclined surface as described in the registered patent publication (Registration No. 10-0527293) as a construction method of a conventional known block, vertical posts 10 are installed at equal intervals on the upper side of the ground. The vertical post installation step and the horizontal member installation step is installed between the installed vertical post 10 and the vertical post 10 and the strip 30 is installed to the rear of the horizontal member 20 A front post in which a pair of front posts 40 having a first screen groove 41 formed inclined toward the front of the strip post step and the vertical post 10 and the resin post 10 are connected by a joint member 50. The first screen 60 is slide-coupled to the first screen groove 41 between the installation step and the pair of front posts 40 and another pair of front posts 40 'and the front post 40 2nd switch in the rear The screen coupling step in which the lean 70 is bolted, the vegetation part forming step in which the vegetation part is formed between the combined first screen 60 and the second screen 70, the vertical post 10, and the front post 40. ) Is a retaining wall construction method in which the retaining wall is sequentially provided between the joint member 50 and the joint member 50. The retaining wall structure is composed of frames, and the vertical posts and the horizontal members are As it is formed by complex assembly such as fitting and bolting, the construction method is complicated and the structure is not heavy, so it is difficult to endure earth pressure, and eco-friendly molding beauty cannot be exhibited. Part of structures such as strips (steel strips) and bolts are oxidized. It is a retaining wall structure that causes the retaining wall to collapse because it does not last long due to corrosion, and it is also a related art. : No. 10-2005-0110603 has been introduced).

이는 조립체(11)가 중량감이 없으며 조립체간의 상하ㆍ좌우 결합이 약하고 불안정하여 수평 토압을 견디기 어려움으로써 전체적인 수직 벽 축성은 거의 불가능하므로 계단 벽 축성으로 한정됨으로써 전체적으로는 경사지게 시공할 수밖에 없는 결함이 있을 뿐만 아니라 어스앵커(20)의 머리부의 방청을 위한 안착홈(14)의 형성, 안착홈(14)에 덮개(30) 삽입, 스토퍼홈(33)에 스토퍼(40)의 삽입체결, 덮개(30)의 측면에 형성된 몰탈투입홈(32)을 통한 몰탈주입과 조립체와 조립체의 상하 연결에 있어서 핀홀에 핀의 삽입 등 시공작업이 극히 까다롭고 많은 시간이 소요되며 핀, 스토퍼, 어스앵커 등 금속재질로 구성됨으로써 쉽게 부식될 수 있고 특히 어스앵커 삽입시 토양내에 돌이나 견고한 물질이 매몰되어 있을 경우는 밀어 넣을 수 없고 어스앵커가 봉상으로 되어 있어 사면의 토양내에서 쉽게 빠질 수 있는 문제점이 있다.This is because the assembly 11 has no weight, and the up, down, left and right coupling between the assemblies is weak and unstable, so that it is difficult to endure the horizontal earth pressure. Formation of the seating groove 14 for rust prevention of the head of the earth anchor 20, inserting the cover 30 in the seating groove 14, fastening of the stopper 40 in the stopper groove 33, cover 30 Mortar injection through the mortar injection groove 32 formed on the side of the assembly and the construction work such as the insertion of the pin into the pinhole in the vertical connection of the assembly and the assembly is extremely demanding and takes a lot of time, such as metal materials such as pins, stoppers, earth anchors, etc. It can be easily corroded and cannot be pushed, especially if there is a stone or solid material buried in the soil when the earth anchor is inserted. Uh it has a problem that can be easily dislodged from the surface of the soil.

본 발명은 상기와 같은 사정을 고려하여 이루어진 것으로, 그 목적은 종래의 금속 또는 플라스틱재의 지지체, 프레임, 연결수단 등으로 연결 조립되는 옹벽 구조물이나 통상의 시멘트 블록과는 달리 콘크리트를 블록의 내부로 타설하여 콘크리트 기둥을 형성함으로써 지지력을 확보함과 동시에 사면의 일부분에 침하를 방지할 수 있도록 내부에 철근이 형성된 콘크리트를 블록과 연결하여 타설함으로써 수평토압에 대한 지지력을 극대화 할 수 있고, 우천시 약해진 토양의 유동과 이동을 저지하여 붕괴를 방지할 수 있는 생태축조블록 및 이를 이용한 절토부 축조방법을 제공하는 데 있다. The present invention has been made in consideration of the above circumstances, and its object is to pour concrete into the interior of a block, unlike a retaining wall structure or a conventional cement block, which are assembled and assembled by a support, a frame, a connecting means, or the like of a conventional metal or plastic material. By forming concrete pillars, it is possible to maximize the bearing capacity against horizontal earth pressure by connecting concrete with reinforcement formed inside the block to secure supporting power and to prevent settlement on a part of the slope. The present invention provides an ecological building block that can prevent collapse by preventing flow and movement, and a cut-out building method using the same.

본 발명은 상기와 같은 목적을 달성하기 위해 양측으로 굴곡진 굴곡면이 형성된 전면벽, 상기 전면벽 양측에 이음돌기와 이음홈이 각각 형성된 측벽, 철근의 일측이 삽입되는 홈이 형성된 후면벽, 및 내측 중앙부분에 콘크리트 타설공과 식생공간이 형성된 생태축조블록을 제공함에 있다.The present invention is a front wall formed with a curved surface curved to both sides in order to achieve the above object, a side wall formed with a joint protrusion and a joint groove on both sides of the front wall, a rear wall formed with a groove is inserted into one side of the reinforcement, and the inner side It is to provide an ecological building block with concrete placing hole and vegetation space in the center part.

다음 본 발명의 실시 예를 도면에 의거하여 구체적으로 설명하겠다.Next, embodiments of the present invention will be described in detail with reference to the drawings.

도 1은 본 발명에 따른 생태축조블록을 이용한 절토부 축조방법 중 생태축조블록의 사시도이고, 도 2는 본 발명에 따른 생태축조블록을 이용한 절토부 축조방법의 시공진행중인 상태를 나타낸 사시도이며, 도 3은 본 발명에 따른 생태축조블록을 이용한 절토부 축조방법의 수직 적층된 상태의 측면도이다.1 is a perspective view of an ecological construction block of the cut construction method using the ecological construction block according to the present invention, Figure 2 is a perspective view showing a state in progress of the construction of the cut construction using the ecological construction block according to the invention, 3 is a side view of a vertically stacked state of the cut section construction method using an ecological construction block according to the present invention.

본 발명의 축조방법에 사용되는 생태축조블록은 도 1에 나타난 바와 같이 Ecological building blocks used in the building method of the present invention as shown in FIG.

앞측에는 전면벽(10)의 양측에 내측으로 굴곡진 굴곡면(11)이 형성되고, 이 굴곡면(11)의 양측으로 측면(12a, 12b)이 각각 형성되는데 상기 측면(12a, 12b)에는 다른 생태축조블록(100')의 측면(12a', 12b')이 밀착되어 결합되도록 이음돌기(12a-1, 12b-1)와 이음홈(12a-2, 12b-2)이 각각 형성되며 이 이음돌기(12b-1)가 다른 생태축조블록(100')의 이음홈(12a-2')에 일부 삽입되는 형태로 연결하여 축조된다.On the front side, curved surfaces 11 which are curved inwardly are formed on both sides of the front wall 10, and side surfaces 12a and 12b are formed on both sides of the curved surface 11, respectively, on the side surfaces 12a and 12b. Joints 12a-1 and 12b-1 and joint grooves 12a-2 and 12b-2 are formed so that the side surfaces 12a 'and 12b' of the other ecological building blocks 100 'are tightly coupled to each other. The joint protrusion 12b-1 is constructed by connecting a part inserted into the joint groove 12a-2 'of the other ecological building block 100'.

또한, 후측에는 철근(20)이 삽입되는 삽입홈(13a)이 각각 형성된 후면벽(13)이 형성되고, 생태축조블록(100)의 중앙부분에는 축조시 내부에 콘크리트가 타설되는 콘크리트 타설공(14)과 식물이 생육하는 식생공간(15)이 형성되어 있는 생태축조블록(100)이다.In addition, the rear side is formed with a rear wall (13) each formed with an insertion groove (13a) into which the reinforcing bar 20 is inserted in the rear side, and in the center portion of the ecological building block 100, the concrete pour ball in which the concrete is poured during construction ( 14) and the ecological building block 100 in which the vegetation space 15 in which the plants grow is formed.

상기에서 설명한 생태축조블록을 이용한 절토부 축조방법을 도면을 참조하여 단계별로 설명하면 다음과 같다.Referring to the cut section construction method using the ecological construction block described above with reference to the drawings as follows.

1. 사면 및 기초면 형성단계(S1)1. Slope and foundation surface forming step (S1)

옹벽을 축조할 절토부(30)를 선정한 다음 이 절토부의 내측으로 흙을 파내어 사면(40)을 형성한 후 생태축조블록이 축조될 위치의 지면을 수평으로 다진 후 철근을 양생하고 위에 생태축조블록의 전면을 전방을 향하도록 한 상태에서 횡방향으로 연이어 안착한 후 콘크리트를 타설하여 기초면(A)을 형성함과 동시에 1단 축성하고 사면(40)측으로 통상의 유공관(50)을 설치한 후 사면(40)에 매립토를 블록의 상면 높이와 동일한 높이까지 매설한다.After selecting the cut section 30 to build the retaining wall, and excavating the soil into the cut section to form a slope 40, and then chop the ground horizontally where the ecological block will be constructed, curing the reinforcing bars and the ecological block on the After seating in the transverse direction with the front of the front facing forward, the concrete is laid and the foundation surface (A) is formed, and at the same time, the first stage is laid and the ordinary perforated pipe (50) is installed on the slope (40) side. The landfill soil is embedded at 40 to the same height as the top surface of the block.

2. 생태축조블록 2단 축성단계(S2)2. Ecological building block two-stage building stage (S2)

기초면(A)위에 형성된 1단생태축조블록의 상면(A1)에 생태축조블록과 생태축조블록사이에 놓이도록 2단생태축조블록을 축성하는데, 이때, 밀착된 생태축조블록과 생태축조블록 사이에 측면을 일치시키고 1차 축성된 생태축조블록보다 사면측으로 이동하여 계단식으로 적층되게 함으로써 식생공간(15)을 최대한 확보하며, 2단생태축조블록(A2)의 식생공간(15)과 사면(40)에 매립토를 매설하여 생태축조블록의 높이와 동일하게 사면을 채워 축조하며 상기와 같은 과정을 연속하여 진행하여 절토부의 중간 정도의 높이까지 생태축조블록을 동일한 방법으로 축성한다.On the upper surface (A1) of the first stage ecological block formed on the base surface (A), the second stage ecological block is constructed so as to be located between the ecological block and the ecological block, wherein the close contact between the ecological block and the ecological block The vegetation space 15 and the slope of the two-stage ecological construction block (A2) are secured to the maximum by ensuring that the sides coincide with each other and move to the slope side than the first built up ecological block block to be stacked stepwise. Buried in the landfill) to fill the slope to be equal to the height of the ecological building block, and continue the above process to build the ecological building block to the middle height of the cut section in the same way.

3. 중간 침하방지구조 축성단계(S3)3. Build up intermediate settlement structure (S3)

일정높이까지 축성된 생태축조블록의 상면과, 이 상면과 동일한 높이까지 형성된 사면에 침화방지용 비닐(60)을 깔고 그 위에 철근(20)의 일측을 생태축조블록(100)의 후면벽(13)에 형성된 삽입홈(13a)에 삽입한 상태로 사면(40)에 콘크리트를 타설하여 지지수단(B)을 형성한 후 이 콘크리트 타설면 위에 다시 유공관(50)을 설치하고, 상기 생태축조블록의 상면에 다른 생태축조블록을 계단식으로 적층하고 식생공간과 사면을 매설한 후 2단계의 과정을 연속하여 시행하여 절토부의 상부까지 축성한다.The upper surface of the ecological building block built up to a certain height and the slope formed to the same height as the upper surface of the anti-erosion vinyl (60) on one side of the reinforcing bar 20 on the rear wall 13 of the ecological building block 100 After placing concrete in the slope 40 in the state inserted into the insertion groove (13a) formed in the support means (B) to form a hole pipe 50 on the concrete pouring surface again, the upper surface of the ecological building block Lay other ecological building blocks in a stepwise manner, bury vegetation spaces and slopes, and carry out the two-step process continuously to build up to the top of cut.

4. 마감단계(S4)4. Finishing step (S4)

절토부의 상부에 형성된 사면에 침화방지용 비닐(60-1)을 깔고 생태축조블록의 상면에 형성된 삽입홈(13a)에 철근(20)을 삽입한 후 상부에 콘크리트를 타설하는데, 이때 타설되는 콘크리트를 사면(40)에 타설하여 절토지 상부를 마감함과 동시에 생태축조블록(100)의 콘크리트 타설공(14)에도 타설하여 콘크리트가 생태축조블록 내부로 유입되어 적층된 생태축조블록의 내부에 콘크리트 기둥이 형성되어 생태축조블록의 유동이나 이동을 저지함과 동시에 절토부의 중앙부분과 상부에 지지수단(B, B-1)을 형성함으로써 우천시 물이 침투해 약해진 지반에도 견고하게 지지됨으로써 붕괴방지기능이 탁월하다 할 수 있다. Laying the concrete 60-1 on the slope formed on the upper part of the cut portion and inserting the reinforcing bar 20 into the insertion groove 13a formed on the upper surface of the ecological construction block, and then placing concrete on the upper part. Placing on the slope 40 to finish the top of the cut land and at the same time to the concrete pouring hole 14 of the ecological building block 100 concrete is introduced into the ecological building block concrete column inside the laminated ecological building block This prevents the flow or movement of the ecological building block and at the same time forms the support means (B, B-1) in the central part and the upper part of the cut section so that water is infiltrated in rainy weather and is firmly supported on the weak ground. It can be excellent.

이상과 같이 본 발명의 축조방법에 따라 절토부에 생태축조블록을 시공함으로써 블록의 엇갈리게 축성함으로써 입체적인 조형미를 연출할 수 있으며, 블록에 형성된 식생공간을 최대한 사용할 수 있는 효과가 있는 동시에 시공상에서도 블록의 내부에 콘크리트 봉상체가 수직으로 연결되어 형성됨으로써 상하는 물론 좌우로도 강력하게 고정되어 있으며, 또한, 사면의 중간중간에 별도의 지지수단을 블록과 연결하여 형성함으로써 우수나 누수에 의하여 약해진 지반의 유동이나 이동을 저지하여 붕괴의 위험을 방지할 수 있는 효과가 있는 것이다.According to the construction method of the present invention as described above, by constructing the ecological construction block in the cut section, it is possible to produce three-dimensional molding beauty by staggering the blocks alternately, and it is possible to use the vegetation space formed in the block to the maximum and at the same time in the construction. The concrete rods are vertically connected to each other, so that they are strongly fixed to the upper and lower sides as well as to the left and right sides. It is effective to prevent the risk of collapse by preventing movement.

Claims (2)

삭제delete 옹벽이 축성될 절토부를 설정하고 이 위치에 지면을 수평으로 다진 후 철근배근하고 생태축조블록(100)을 안착한 상태에서 콘크리트를 타설하고 내측에 형성된 사면(40)에 유공관(50)을 설치하는 기초면(A)을 형성하는 사면 및 기초면 형성단계(S1)와;The foundation for setting the cut section on which the retaining wall is to be built up and slicing the ground horizontally in this position and then reinforcing the reinforcement and placing concrete in the state where the ecological construction block 100 is seated and installing the perforated pipe 50 on the slope 40 formed on the inner side thereof. A slope and a base surface forming step S1 for forming a surface A; 상기 사면 및 기초면 형성단계(S1)에서 축성된 1단생태축조블록(A1)의 상면에 생태축조블록과 생태축조블록 사이에 놓이도록 축성하되 1차축성된 생태축조블록보다 사면측으로 이동하여 계단식으로 적층하고 인접한 생태축조블록과 생태축조블록사이의 측면을 일치시켜 횡으로 축성하고 중앙부분의 식생공간(15)과 내측의 사면(40)에 매립토를 충진하여 식생공간 및 뒷채움하는 과정을 연속하여 절토부의 중앙 정도까지 블록으로 축성하고, 사면에는 매립토를 매립하고 다짐하는 생태축조블록 2단 축성단계(S2)와;The slope and base surface is formed to be placed between the ecological building block and the ecological building block on the upper surface of the first stage ecological building block (A1) built in the step (S1) but moved to the slope side than the primary built ecological building block stepped Lay out in parallel with each other and the side between the adjacent ecological building block and the ecological building block is built up laterally, filling the landfill soil in the vegetation space (15) and the inner slope (40) of the central portion to continue the process of vegetation space and backfill A two-stage building step (S2) of ecological building blocks, which are built up in blocks to the center of the cut portion, and the landslides are filled with landfills and compacted; 상기 생태축조블록 2단 축성단계(S2)까지 축조된 생태축조블록 높이의 사면에 침하방지용 비닐(60)을 깔고 철근(20)의 일측을 생태축조블록(100)의 상면에 형성된 삽입홈(13a)에 삽입한 상태에서 콘크리트를 타설하여 사면(40) 내부에 지지수단(B)을 형성하고 이 지지수단(B)위에 유공관(50)을 안착하는 중간 침하방지구조 축성단계(S3)와;Place the sinking prevention vinyl (60) on the slope of the height of the ecological building block built up to the second step of the ecological building block (S2) and the insertion groove (13a) formed on one side of the reinforcing bar 20 on the ecological building block (100) And placing intermediate concrete settlement step (S3) to form a support means (B) in the slope 40 and seat the perforated pipe (50) on the support means (B) by placing concrete in the state inserted into the; 상기 생태축조블록 2단 축성단계(S2)의 과정을 반복하여 절토부의 상부까지 생태축조블록을 축성하고, 사면(40)에는 매립토를 매립하고 다짐하며, 절토부의 최상부에는 중간 침하방지구조 축성단계(S3)와 동일한 과정으로 침화방지용 비닐(60-1)과 철근(20)을 형성하고 콘크리트를 타설하는데, 이때 콘크리트를 생태축조블록(100)에 형성된 콘크리트 타설공(14)에도 타설하여 콘크리트가 하부로 적층된 각각의 생태축조블록 콘크리트 타설공(14)으로 유입되어 생태축조블록의 내부에 콘크리트 기둥이 형성하는 마감단계(S4)를 포함하는 것을 특징으로 하는 생태축조블록을 이용한 절토부 축조방법.Repeating the process of the ecological building block two-stage building step (S2) to build up the ecological building block to the top of the cut portion, the landfill on the slope 40 and compacted, the top of the cut portion of the intermediate settlement prevention layer ( In the same process as S3) to form the erosion prevention vinyl (60-1) and the reinforcing bar (20) and concrete is poured, in which the concrete is poured into the concrete placing hole (14) formed in the ecological construction block 100, the concrete Cut ecology block construction method using the ecological building block, characterized in that it comprises a finishing step (S4) is introduced into each of the ecological building block concrete pouring hole (14) laminated to the concrete pillar inside the ecological building block.
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CN104947692A (en) * 2015-03-03 2015-09-30 西南大学 Transformation method for protective slope of field ridge
CN112854260A (en) * 2021-01-15 2021-05-28 青岛理工大学 Ecological concrete rock-soil slope protection structure and construction method
CN116988490A (en) * 2023-07-25 2023-11-03 秦皇岛和信基业建筑科技有限公司 Prefabricated retaining wall bank protection of assembled
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CN104947692A (en) * 2015-03-03 2015-09-30 西南大学 Transformation method for protective slope of field ridge
CN112854260A (en) * 2021-01-15 2021-05-28 青岛理工大学 Ecological concrete rock-soil slope protection structure and construction method
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