KR20070033301A - Cellular Block Of A Plant Community Type - Google Patents

Cellular Block Of A Plant Community Type Download PDF

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Publication number
KR20070033301A
KR20070033301A KR1020060104368A KR20060104368A KR20070033301A KR 20070033301 A KR20070033301 A KR 20070033301A KR 1020060104368 A KR1020060104368 A KR 1020060104368A KR 20060104368 A KR20060104368 A KR 20060104368A KR 20070033301 A KR20070033301 A KR 20070033301A
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South Korea
Prior art keywords
hollow block
block
base member
fixing groove
coupled
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KR1020060104368A
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Korean (ko)
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박주천
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주식회사 한국건설관리공사
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Priority to KR1020060104368A priority Critical patent/KR20070033301A/en
Publication of KR20070033301A publication Critical patent/KR20070033301A/en

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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
    • E02B3/129—Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
    • 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
    • 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
    • E02B3/16—Sealings or joints
    • 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
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements
    • 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
    • Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Revetment (AREA)

Abstract

본 발명은 호안구조를 구성하는 식생형 중공블록에 관한 것이다. 본 발명의 주요구성은, 호안구조가 설치될 경사면 최하부에 설치되고, 상부에 상측고정홈이 형성되며, 콘크리트로 양생되어 형성되는 기초부재와; 상기 기초부재의 상부에 복층으로 결합되고, 상부가 개방되어 내부에 공간부가 형성된 사각 박스형상으로 이루어지며, 하부에는 하측고정홈이 형성됨과 함께 상부에는 상측고정홈이 형성되고, 상기 공간부에 하천재료와 토낭(배양토와 씨앗의 혼합물을 담은 망으로 시간의 경과에 따라 자연부식이 되는 친환경적인 망)이 채워지는 중공블록과; 상기 복층으로 결합되는 기초부재와 중공블록 및 중공블록과 중공블록의 대응하는 상·하측고정홈에 끼움 결합되어 이들을 견고하게 고정시키는 연결구로 이루어진 것을 특징으로 한다.The present invention relates to a vegetation hollow block constituting the relief structure. The main configuration of the present invention, the base member is installed on the bottom of the inclined surface on which the revetment structure is to be installed, the upper fixing groove is formed on the upper portion, and is formed by curing with concrete; Coupled to the upper portion of the base member in a double layer, the upper portion is formed in a rectangular box shape with a space formed therein, the lower fixing groove is formed at the bottom and the upper fixing groove is formed at the upper portion, the river A hollow block filled with materials and tonang (environmentally friendly net which naturally corrodes over time with a net containing a mixture of cultured soil and seeds); The base member and the hollow block coupled to the multi-layer is characterized in that it consists of a connector that is fitted into the corresponding upper and lower fixing grooves of the hollow block and the hollow block to firmly fix them.

따라서, 본 발명은 호안구조를 구성함에 있어, 안전성 및 환경, 생태학적 기능성을 동시에 개선하고, 공사기간 및 공사비를 절감하여 경제성을 확보할 수 있도록 하는 효과가 있다.Therefore, the present invention has the effect of improving the safety, environment and ecological functionality at the same time in the construction of the revetment structure, to ensure economic feasibility by reducing the construction period and construction cost.

식생형, 중공블록, 호안블록, 환경블록, 토낭, 하천골재, 강자갈 Vegetation type, Hollow block, Shore block, Environment block, Tonang, River aggregate, Gangjagal

Description

식생형 중공블록{Cellular Block Of A Plant Community Type}Vegetal Block Of A Plant Community Type

도 1은 본 발명에 따른 중공블록이 설치된 상태의 도면1 is a view of a hollow block installed state according to the present invention

도 2는 본 발명 중공블록의 결합구조를 보인 보면2 is a view showing a coupling structure of the present invention hollow block

도 3a 내지 도 3f는 본 발명 중공블록을 설치하는 과정을 보인 도면3a to 3f is a view showing a process of installing the present invention hollow block

도 4는 본 발명 중공블록을 설치하는 공정을 보인 순서도 Figure 4 is a flow chart showing the process of installing the present invention hollow block

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>

1 - 중공블록 2 - 공간부1-hollow block 2-space part

3 - 상측고정홈 4 - 하측고정홈3-Upper fixing groove 4-Lower fixing groove

5 - 요철부 6 - 배수관5-uneven part 6-drainage pipe

7 - 필터 8 - 속채움부7-Filter 8-Filler

9 - 토낭부 10 - 식물9-Tongue 10-Plant

20 - 기초부재 21 - 상측고정홈20-Base member 21-Upper fixing groove

30 - 연결구 40 - 경사면30-End Connection 40-Slope

41 - 터파기부41-trench

본 발명은 호안구조를 구성하는 식생형 중공블록에 관한 것이다. 더욱 상세하게는 공장에서 제작된 중공블록을 이용하여 하천제방을 시공하고, 상기 중공블록의 공간부에 하천재료(모래, 토사, 강자갈 등)를 속채움하여 자중으로 토압과 수압에 저항하는 구조를 설치함과 아울러 상기 공간부에 토낭(배양토와 씨앗의 혼합물을 담은 망으로 시간의 경과에 따라 자연부식이 되는 친환경적인 망)을 채워넣음으로써, 안전성 및 환경, 생태학적 기능성을 동시에 개선하고, 공사기간 및 공사비를 절감하여 경제성을 확보할 수 있도록 하는 식생형 중공블록을 제공하는 것이다.The present invention relates to a vegetation hollow block constituting the relief structure. More specifically, the construction of a river bank using a hollow block manufactured at the factory, and filling the river material (sand, earth and sand, etc.) into the space of the hollow block to resist earth pressure and water pressure by its own weight In addition to the installation, by filling the vacant bag (environmentally friendly network which is a natural erosion over time with a mixture of cultured soil and seeds) in the space, at the same time to improve safety, environment and ecological functionality, construction It is to provide a vegetation hollow block that can secure economic feasibility by reducing the period and construction costs.

현재, 바람이나 비에 의해 하천이나 도로가 유실되는 것을 방지하기 위해 경사면을 형성한 다음 부피가 큰 돌을 알맞은 크기로 절단하거나 가공하여 석축을 쌓아서 우천시 상기 경사면의 토사가 무너지거나 쓸려나가는 것을 방지하고 있다.At present, the slopes are formed to prevent the loss of rivers or roads by wind or rain, and the bulky stones are cut or processed to a suitable size to accumulate stones to prevent the soil from falling down or sweeping out during rainy weather. have.

그러나, 상기와 같이 석축을 쌓기 위해서는 그 작업시간이 장시간 소요됨은 물론 무거운 돌을 절단하거나 가공해야 하고, 재료를 확보하기 위해서는 석산을 개발해야 하는 또 다른 자연훼손과 소음, 먼지 비산 등의 환경피해를 유발할 수 있으며, 긴급을 요하는 공사의 경우 자재수급 및 운반의 어려움 발생과 공사비가 증가 하고, 시공시 안전사고에 위험이 있으며, 상기 석축의 보수 및 유지관리에 비용이 많이 소요되고, 무엇보다도 석축의 상부에는 식물(예를들어 나무나 잔디 등의 식생 물)들을 식재하여 성장시킬 수가 없으므로, 자연녹지가 축소되고 생태계의 불균형을 가져오게 되는 문제점이 발생한다.However, to accumulate the stonework as described above, the work takes a long time, as well as cutting or processing heavy stones, and to secure materials, other natural damage and noise, dust scattering, etc. In case of urgent construction, there are difficulties in supply and transportation of materials and construction costs, and there is a risk of safety accidents during construction. Plants (eg vegetation such as trees or grass) can not be grown in the upper part of the plant, so the natural greenery is reduced and brings about an imbalance of the ecosystem.

상기와 같은 문제점을 개선하기 위해 최근에는 다양한 형태의 호안구조가 생산되고 있는바, 상기 호안구조는 내측에 공간부를 형성하여 상기 공간부에 토사나 거름 등을 충진한 다음, 씨앗을 뿌리거나 나무를 식재하는 한편, 상기 호안구조의 저면에는 다수개의 통공을 형성시켜 배수 및 상기 식재가 지면에 뿌리를 내릴 수 있도록 한 것이다.In order to improve the above problems, various types of revetment structures have been produced in recent years, and the revetment structures form spaces on the inside to fill the spaces with soil, manure, and so on. While planting, a plurality of through holes are formed on the bottom of the revetment structure so that the drainage and the planting can take root on the ground.

따라서, 본 출원인도 현 추세에 맞추어 더욱 향상된 기능을 얻을 수 있음과 동시에 유지보수가 간편하며 견고하게 고정할 수 있는 식생형 중공블록을 발명하게 되었다.Accordingly, the present inventors have also invented a vegetation-type hollow block that can obtain a more improved function in accordance with the current trend and at the same time easy to maintain and firmly fixed.

본 발명은 상기와 같은 목적으로 창안된 것으로서, 안전성 및 환경, 생태학적 기능성을 동시에 개선하고, 공사기간 및 공사비를 절감하여 경제성을 확보할 수 있는 식생형 중공블록을 제공함에 그 목적이 있다.The present invention has been made for the above purpose, it is an object to provide a vegetation-type hollow block that can improve the safety and environment, ecological functionality at the same time, and secure economic feasibility by reducing the construction period and construction cost.

본 발명의 목적과 부수되는 많은 효과는 다음의 상세한 설명에 의해서 용이하게 이해될 것이다.Many of the objects and accompanying effects of the present invention will be readily understood by the following detailed description.

상기 목적을 달성하기 위해 본 발명은 아래의 특징을 갖는다.In order to achieve the above object, the present invention has the following features.

본 발명의 주요구성은, 호안구조가 설치될 경사면 최하부에 설치되고, 상부에 상측고정홈이 형성되며, 콘크리트로 양생되어 형성되는 기초부재와; 상기 기초부재의 상부에 복층으로 결합되고, 상부가 개방되어 내부에 공간부가 형성된 사각 박스형상으로 이루어지며, 하부에는 하측고정홈이 형성됨과 함께 상부에는 상측고정홈이 형성되고, 상기 공간부에 하천재료와 토낭(배양토와 씨앗의 혼합물을 담은 망으로 시간의 경과에 따라 자연부식이 되는 친환경적인 망)이 채워지는 중공블록과; 상기 복층으로 결합되는 기초부재와 중공블록 및 중공블록과 중공블록의 대응하는 상·하측고정홈에 끼움 결합되어 이들을 견고하게 고정시키는 연결구로 이루어지는 종래의 호안블록에 있어서,The main configuration of the present invention, the base member is installed on the bottom of the inclined surface on which the revetment structure is to be installed, the upper fixing groove is formed on the upper portion, and is formed by curing with concrete; Coupled to the upper portion of the base member in a double layer, the upper portion is formed in a rectangular box shape with a space formed therein, the lower fixing groove is formed at the bottom and the upper fixing groove is formed at the upper portion, the river A hollow block filled with materials and tonang (environmentally friendly net which naturally corrodes over time with a net containing a mixture of cultured soil and seeds); In the conventional revetment block consisting of a base member and a hollow block coupled to the plurality of layers and a connector that is fitted into the corresponding upper and lower fixing grooves of the hollow block and the hollow block to firmly fix them.

상기 중공블록에 상·하측고정홈을 형성하되, 상기 하측고정홈의 후방측으로 상측고정홈이 위치될 수 있도록 형성하여 복층으로 결합되는 중공블록에 기울기를 줄 수 있도록 하고, 상기 중공블록의 전방측 수직면에 다양한 형상의 요철부를 더 구비함이 바람직하다.The upper and lower fixing grooves are formed in the hollow block, and the upper fixing grooves are formed to be positioned to the rear side of the lower fixing grooves so as to give an inclination to the hollow blocks coupled to the multiple layers, and the front side of the hollow blocks. It is preferable to further provide the irregularities of various shapes on the vertical surface.

이하, 상기 특징이 적용된 본 발명의 실시예를 첨부된 도면을 참조하여 상세히 설명한다.Hereinafter, embodiments of the present invention to which the above features are applied will be described in detail with reference to the accompanying drawings.

도 1은 본 발명에 따른 중공블록이 설치된 상태의 도면이고, 도 2는 본 발명 중공블록의 결합구조를 보인 보면이다.1 is a view of a hollow block installed state according to the invention, Figure 2 is a view showing a coupling structure of the hollow block of the present invention.

도면과 같이, 경사면(40)의 하부에는 사각 단면형상의 기초부재(20)가 설치되고, 상기 기초부재(20)의 상부에는 사각 박스형상의 중공블록(1)이 복층으로 결 합되며, 상기 기초블록(20)과 중공블록(1) 및 중공블록(1)과 중공블록(1)은 사각 단면형상의 연결구(30)에 의해 견고하게 연결된다.As shown in the figure, the base member 20 of the rectangular cross-sectional shape is installed on the lower portion of the inclined surface 40, the hollow block 1 of the rectangular box shape is combined in a plurality of layers on the upper portion of the base member 20, The basic block 20 and the hollow block 1 and the hollow block 1 and the hollow block 1 are firmly connected by the connector 30 having a rectangular cross-sectional shape.

즉, 상기 기초부재(20)의 상부에 형성된 사각형의 상측고정홈(21)에 연결구(30)를 결합시키고, 상기 연결구(30)의 상부에 복층으로 결합될 중공블록(1)의 하측고정홈(4)을 결합시키며 기초부재(20)의 상부에 중공블록(1)을 결합시킨다. 이때 상기 상·하측고정홈(21)(4)이 일치된 상태의 크기와 연결구(30)의 크기가 동일하도록 구성함이 매우 중요하다. 이는 연결구(30)가 더 크게 되면 결합이 되지 않고, 연결구(30)가 더 작으면 복층으로 결합된 기초부재(20)와 중공블록(1)이 유동하게 되어 호안구조가 쉽게 무너질 수 있기 때문이다.That is, the connector 30 is coupled to the upper fixing groove 21 of the quadrangle formed on the upper portion of the base member 20, the lower fixing groove of the hollow block 1 to be coupled to the upper layer of the connector 30 in multiple layers Coupling (4) and combine the hollow block (1) on top of the base member (20). At this time, it is very important that the size of the upper and lower fixing grooves 21 and 4 is the same and the size of the connector 30 is the same. This is because when the connector 30 is larger, it is not coupled, and when the connector 30 is smaller, the base member 20 and the hollow block 1 coupled in multiple layers are allowed to flow, so that the relief structure may easily collapse. .

그리고, 상기 기초부재(20)는 호안구조가 형성될 경사면(40) 하부에 콘크리트를 타설하여 일체로 형성되고, 상기 연결구(30)는 일정길이로 형성되어 기초부재(20)의 상측고정홈(21)에 결합되며, 상기 중공블록(1)은 단위규격상으로 제작되어 다수개가 일렬로 결합되는 것이다.In addition, the foundation member 20 is formed integrally by pouring concrete on the inclined surface 40 to be formed in the revetment structure, the connector 30 is formed to a predetermined length of the upper fixing groove of the foundation member 20 ( 21), the hollow block (1) is manufactured in a unit standard is to combine a plurality of in a row.

이때, 상기 하나의 중공블록(1)에 상·하측고정홈(3)(4)을 형성함에 있어서, 상측고정홈(3)은 후방측에 형성하고, 하측고정홈(4)은 전방측에 형성하여 복층으로 중공블록(1)이 결합할 때 후방으로 기울어진 경사각으로 이루도록 함이 매우 중요하다.At this time, in forming the upper and lower fixing grooves 3 and 4 in the hollow block 1, the upper fixing grooves 3 are formed on the rear side, and the lower fixing grooves 4 are on the front side. It is very important that the hollow block 1 is formed to have an inclination angle inclined backward when the hollow block 1 is coupled to the multilayer.

즉, 상기 복층으로 결합되는 중공블록(1)의 기울기 경사각을 크게 하려면, 상·하측고정홈(3)(4) 간의 수평상 거리를 더욱 멀게 하여 형성하고, 복층으로 결합되는 중공블록(1)의 기울기 경사각을 작게 하려면, 상·하측고정홈(3)(4) 간의 수평상 거리를 가깝게 하여 형성하면 된다. That is, in order to increase the inclination angle of the hollow block (1) coupled to the double layer, the horizontal block between the upper and lower fixing grooves (3) (4) is further formed, the hollow block (1) coupled to the multilayer In order to reduce the inclination angle of, the horizontal distance between the upper and lower fixing grooves 3 and 4 may be made close.

그리고, 상기 중공블록(1)의 전방에는 도면에서는 사각돌기로 도시하였으나 이에 한정되는 것이 아닌 다양한 형상의 요철부(5)가 형성되는바, 상기 요철부(5)에 의해 중공블록(1)이 하천의 흐름특성에 적응성을 향상시킬 수 있게 된다. In addition, the front of the hollow block (1) is shown as a square projection in the drawing, but not limited to this is formed in the concave-convex portion 5 of various shapes, the hollow block (1) by the concave-convex portion (5) It is possible to improve the adaptability to the flow characteristics of the river.

한편, 상기와 같이 기초부재(20)의 상부에 중공블록(1)을 결합시킨 후에는, 상기 중공블록(1)의 상측고정홈(3)에 연결구(30)를 결합시키고, 상기 연결구(30)의 상부에 하측고정홈(4)을 결합하며 새로운 중공블록(1)을 복층으로 결합시킨다.On the other hand, after coupling the hollow block (1) on the upper portion of the base member 20 as described above, by coupling the connector 30 to the upper fixing groove 3 of the hollow block (1), the connector 30 Coupling the lower fixing groove (4) to the top of the) and combines the new hollow block (1) in multiple layers.

이때, 상기 중공블록(1)의 한 층을 결합한 후에는 상기 중공블록(1)의 공간부(2)를 하천재료를 이용하여 채워 속채움부(8)를 형성하게 되는바, 상기 하천재료는 현장에서 공사중 발생한 모래나 토사 및 강자갈 등이며, 이를 이용하여 공간부(2)를 채우게 되므로 작업효율이 향상되고, 별도의 비용이 추가되지 않아 매우 간편하게 시공할 수 있게 된다.At this time, after combining one layer of the hollow block (1) to fill the space (2) of the hollow block (1) by using the river material to form a stuffing portion (8), the river material is Sand, earth and sand, etc. generated during construction on the site, and by using it to fill the space (2), work efficiency is improved, and no additional costs can be installed very easily.

그리고, 상기 중공블록(1)의 공간부(2)에 하천재료로 채워진 속채움부(8)를 형성하게 됨으로써, 자중이 증가되어 배면토압 및 하천수압에 저항하는 견고한 호안구조가 이루어질 수 있게 된다.In addition, by forming the stuffing portion 8 filled with the river material in the space 2 of the hollow block 1, the self-weight is increased to be able to achieve a solid relief structure to resist the back ground pressure and river water pressure .

또한, 상기 중공블록(1)의 공간부(2) 상부에는 배양토와 씨앗의 혼합물을 담은 망으로 시간의 경과에 따라 자연부식이 되는 친환경적인 망인 토낭을 채워 토낭부(9)를 형성하게 되는 바, 상기 토낭부(9)에 의해 시공 후에 자연스럽게 씨앗이 발아되며 식물(10)이 자라게 되고, 이에 친환경적인 시공이 될 수 있음은 물론, 생태계에 큰 악영향을 끼치지 않도록 하며 시공할 수 있게 된다.In addition, the hollow block (1) in the upper portion of the space (2) is filled with a mixture of cultured soil and seeds to fill the swelling portion (9) by filling the bag of environmentally friendly nets that become natural corrosion over time The seed is germinated naturally after the construction by the sack part 9 and the plant 10 grows, which can be environmentally friendly and, of course, can be constructed without causing great adverse effects on the ecosystem.

한편, 상기 중공블록(1)의 전방과 후방 하부에는, 앞·뒤로 필터(7)가 구비된 배수관(6)을 결합하여 많은 양의 비가 왔을 때 물의 흐름을 용이하게 하여 호안구조가 무너지는 것을 방지하도록 함이 바람직하다. 이때 평상시에도 물에 접촉되어 있는 위치의 설치될 중공블록(1)은 배수관(6)이 결합되지 않은 중공블록(1)을 설치함이 바람직하다.On the other hand, the front and rear lower portion of the hollow block (1), by combining the drain pipe (6) provided with the filter (7) in front and rear to facilitate the flow of water when a large amount of rain to break the revetment structure It is desirable to prevent it. At this time, it is preferable that the hollow block 1 to be installed at a position that is in contact with the water in general is provided with a hollow block 1 to which the drain pipe 6 is not coupled.

*도 3a 내지 도 3f는 본 발명 중공블록을 설치하는 과정을 보인 도면이고, 도 4는 본 발명 중공블록을 설치하는 공정을 보인 순서도이다.* Figures 3a to 3f is a view showing a process of installing the hollow block of the present invention, Figure 4 is a flow chart showing a process of installing the hollow block of the present invention.

먼저, 도 3a와 같이, 호안구조가 형성될 공사구간 상류에 물막이 공사를 한 후 최하단에 터파기부(41)를 형성하고, 지반조건에 따라 강관을 삽입하여 정리하며, 콘크리트를 양생하여 기초부재(20)를 형성함과 아울러 법면성토 및 비탈면을 다짐하는 기초작업단계(S1)를 진행하게 된다. 이때 상기 기초부재(20)의 상부 전방에는 사각의 상측고정홈(21)이 형성됨은 물론이다.First, as shown in Fig. 3a, after the construction of a water barrier upstream of the construction section where the revetment structure is to be formed, forming a trench 41 at the bottom, inserting and arranging the steel pipes according to the ground conditions, curing the concrete to the foundation member ( 20) and proceeds to the basic work step (S1) to compact the surface soil and slope. At this time, the upper fixing groove 21 of the square is formed in the upper front of the base member 20 is a matter of course.

그리고, 상기 기초작업단계(S1)를 진행한 후에는 도 3b와 같이, 상기 기초부재(20)의 상측고정홈(21)에 연결구(30)를 결합하고, 상기 연결구(30)의 상부에 하측고정홈(4)을 삽입하며 중공블록(1)을 결합시키는 1차블록 시공단계(S2)를 진행하게 된다. 이때 상기 중공블록(1)은 공장에서 단위규격상으로 미리 제작된 것으로 매우 빠르게 시공할 수 있으며, 상기 중공블록(1)의 공간부(2)에 하천재료로 속채움하여 속채움부(8)를 형성하되, 그 상부에 토낭을 채워 넣어 토낭부(9)를 형성할 수 있는 공간을 남겨두게 된다.Then, after the basic work step (S1) proceeds to combine the connector 30 to the upper fixing groove 21 of the base member 20, as shown in Figure 3b, the lower side on top of the connector 30 Inserting the fixing groove 4 and proceeds to the primary block construction step (S2) for coupling the hollow block (1). At this time, the hollow block (1) is made in advance in the factory in the unit standard can be installed very quickly, the inside of the hollow block (1) by filling the stream material into the filling material (8) Forming, but filling the sacking on top of it will leave a space to form the sacking section (9).

또한, 상기 1차블록 시공단계(S2)를 진행한 후에는 도 3c와 같이, 복층으로 결합되는 중공블록(1)을 상기 1차블록 시공단계(S2)와 동일한 방식으로 원하는 층만큼 복층으로 결합하는 n차블록 시공단계(S3)를 진행하게 된다. 이때 상기 경사면(40)의 길이에 따라 중공블록(1)이 형성하는 층수가 다르게 되므로, 요구되는 층수만큼 중공블록(1)을 설치하는 단계를 진행하게 되는 것이다.In addition, after the first block construction step (S2) proceeds as shown in Figure 3c, the hollow block (1) coupled in a multi-layer combined in the same way as the desired layer in the same manner as the primary block construction step (S2) The n-th block construction step (S3) to proceed. At this time, since the number of floors formed by the hollow block 1 is different according to the length of the inclined surface 40, the step of installing the hollow block 1 as much as the required number of floors is performed.

그리고, 상기 n차블록 시공단계(S3)를 진행한 후에는 도 3d와 같이, 최초 기초작업단계(S1)에서 형성한 터파기부(41)를 되메우는 기초 되메우기단계(S4)를 진행하게 된다.Then, after the n-th block construction step (S3) proceeds to the backfilling step (S4) to backfill the trench 41 formed in the initial foundation work step (S1) as shown in Figure 3d.

또한, 상기 기초 되메우기단계(S4)를 진행한 후에는 도 3e와 같이, 상기 중공블록(1)의 공간부(2)에 하천재료를 이용하여 채운 속채움부(8)의 상부에 남아있는 공간에 토낭을 채워넣어 토낭부(9)를 형성하는 토낭작업단계를(S5) 진행하게 된다. 이때 상기 토낭에 혼합된 씨앗이 자연 발아되도록 하여도 되고, 토낭에 씨앗이 혼합되지 않은 상태에서 식물(10)을 토낭부(9)에 심어도 됨은 물론이다.In addition, after the basic backfill step (S4) proceeds as shown in Figure 3e, the space remaining in the upper portion of the stuffing portion (8) filled by using the river material in the space portion 2 of the hollow block (1) Filling the sack in the stool working step to form the stool 9 is to proceed (S5). At this time, the seeds mixed in the sackcloth may be allowed to germinate naturally, and the plant 10 may be planted in the sack portion 9 in a state where the seeds are not mixed in the sackcloth.

그리고, 상기 토낭작업단계(S5)를 진행한 후에는 도 3f와 같이, 마무리작업단계(S6)를 진행하게 되는바, 상기 토낭을 정리하고 작업주변을 정리함은 물론 경사면(40)에 결합된 중공블록들(1)의 결합을 다시 한번 확인하여 확실한 호안구조를 이룰 수 있도록 마무리하고, 물막이를 해체하여 물이 흐를 수 있도록 한다.Then, after the sacking work step (S5) proceeds to the finishing work step (S6), as shown in Figure 3f, to clean up the sack and clean up the work surroundings, as well as hollow coupled to the inclined surface (40) Check the coupling of the blocks (1) once again to achieve a certain relief structure, and to disassemble the water barrier to allow the water to flow.

이와 같이 본 발명 식생형 중공블록에 관하여, 본 발명의 범주 내에서 각 부품들의 여러 가지 설계변경은 모두 본 발명의 기술사상의 범위에 포함되는 것으로 간주된다. As such, with regard to the vegetation hollow block of the present invention, various design changes of the respective components within the scope of the present invention are all considered to be included in the technical spirit of the present invention.

이상에서 설명된 것과 같이 본 발명은, 공장에서 제작된 중공블록을 이용하여 하천제방을 시공하고, 상기 중공블록의 공간부에 하천재료(모래, 토사, 강자갈 등)를 속채움하여 자중으로 토압과 수압에 저항하는 구조를 설치함과 아울러 상기 공간부에 토낭(배양토와 씨앗의 혼합물을 담은 망으로 시간의 경과에 따라 자연부식이 되는 친환경적인 망)을 채워넣음으로써, 안전성 및 환경, 생태학적 기능성을 동시에 개선하고, 공사기간 및 공사비를 절감하여 경제성을 확보할 수 있도록 하는 효과가 있다.As described above, the present invention, the construction of the river bank using a hollow block manufactured at the factory, and filling the river material (sand, earth, sand, etc.) into the space portion of the hollow block by the earth pressure and By installing a structure that resists water pressure, and filling the space with tonang (environmentally friendly net that erodes over time with a net containing a mixture of cultured soil and seeds), safety, environment and ecological functionality In addition, it has the effect of improving economics by reducing the construction period and construction costs at the same time.

즉, 상기 기초부재를 콘크리트로 양생하는 과정만 진행하면 그 다음부터는 공장에서 미리 제작한 중공블록과 연결구를 이용하여 간편하게 결합시켜 호안구조를 이룰 수 있으므로 빠르게 시공할 수 있음은 물론, 종래에 비해 현장에서 사용할 콘크리트의 양도 감소되어 콘크리트 운임에 따른 비용을 절감하고 양생시간을 절약할 수 있는 큰 효과가 있다.That is, if only the process of curing the base member to concrete proceeds from then on, since it can be easily combined by using a hollow block and a connector made in advance in the factory, it can be built a revetment structure can be installed quickly, of course, compared to the conventional site In addition, the amount of concrete to be used is also reduced, which has a great effect of reducing the cost of concrete and saving curing time.

그리고, 상기 중공블록을 복층으로 간편하게 결합하므로 작업이 단순하고 품질의 관리가 용이한 크나큰 이점이 있으며, 상하측고정홈의 형성위치에 따라 경사각을 조절할 수 있으므로, 각각의 설치조건에 맞는 호안구조를 이룰 수 있는 효과도 있다.In addition, since the hollow block is easily combined into a double layer, the operation is simple and the quality management is easy. There is a huge advantage, and the inclination angle can be adjusted according to the formation position of the upper and lower fixing grooves. There are also effects that can be achieved.

또한, 상기 중공블록의 전방에는 다양한 형상의 요철부가 형성되어, 상기 요철부에 의해 하천의 흐름특성에 적응성이 향상된 중공블록으로 호안구조를 이룰 수 있는 효과도 있다.In addition, the front of the hollow block is formed in the concave-convex portions of various shapes, by the concave-convex portion also has the effect of forming a relief structure with a hollow block with improved adaptability to the flow characteristics of the river.

그리고, 상기 토낭을 이용하게 되므로, 식생 완료전 호우에 의한 토사 유출을 방지할 수 있고, 이에 따라 타 공법에 비해 씨앗의 발아율이 현저하게 높은 효과가 있다.In addition, since the ton is used, it is possible to prevent the outflow of soil by heavy rain before the vegetation is completed, and thus the germination rate of the seed is significantly higher than that of other methods.

Claims (1)

호안구조가 설치될 경사면(40) 최하부에 설치되고, 상부에 상측고정홈(21)이 형성되며, 콘크리트로 양생되어 형성되는 기초부재(20)와;A base member 20 which is installed at a lower portion of the inclined surface 40 on which the revetment structure is to be installed, and has an upper fixing groove 21 formed thereon and is cured by concrete; 상기 기초부재(20)의 상부에 복층으로 결합되고, 상부가 개방되어 내부에 공간부(2)가 형성된 사각 박스형상으로 이루어지며, 하부에는 하측고정홈(4)이 형성됨과 함께 상부에는 상측고정홈(3)이 형성되고, 상기 공간부(2)에 하천재료와 토낭(배양토와 씨앗의 혼합물을 담은 망으로 시간의 경과에 따라 자연부식이 되는 친환경적인 망)이 채워지는 중공블록(1)과;The upper part of the base member 20 is coupled to a plurality of layers, the upper part is formed in a rectangular box shape with a space 2 formed therein, the lower fixing groove 4 is formed at the bottom and the upper fixing at the top Hollow block (1) is formed, the space (2) is filled with the river material and tonang (environmentally friendly net that is a natural corrosion over time with a net containing a mixture of cultured soil and seeds) and; 상기 복층으로 결합되는 기초부재(20)와 중공블록(1) 및 중공블록(1)과 중공블록(1)의 대응하는 상·하측고정홈(21)(3)(4)에 끼움 결합되어 이들을 견고하게 고정시키는 연결구(30)로 이루어지는 종래의 식생형 중공블록에 있어서, 상기 중공블록(1)에 상·하측고정홈(3)(4)을 형성하되, 상기 하측고정홈(4)의 후방측으로 상측고정홈(2)이 위치될 수 있도록 형성하여 복층으로 결합되는 중공블록(1)에 기울기를 줄 수 있도록 하는 식생형 중공블록.The base member 20 and the hollow block 1 and the hollow block 1 and the hollow block 1 and the corresponding upper and lower fixing grooves 21, 3, 4 of the hollow layer 1 are coupled to each other and are coupled to each other. In the conventional vegetation-type hollow block consisting of a connector 30 for firmly fixing, the upper and lower fixing grooves (3) (4) are formed in the hollow block (1), but the rear of the lower fixing grooves (4) Vegetation-type hollow block formed to be inclined to the hollow block (1) coupled to the multi-layer formed so that the upper fixing groove (2) to the side.
KR1020060104368A 2006-10-26 2006-10-26 Cellular Block Of A Plant Community Type KR20070033301A (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100770280B1 (en) * 2007-07-06 2007-10-25 이창근 Vegetation structure of fishing place block
KR100915230B1 (en) * 2008-01-24 2009-09-02 김기연 Structure for stablizing inclined plane and planting block
CN103125163A (en) * 2011-11-29 2013-06-05 水利部中国科学院水工程生态研究所 Method for improving water quality of reservoir by utilizing space-time specificities of hydro-fluctuation belt
CN105756014A (en) * 2016-04-26 2016-07-13 北京东方园林生态股份有限公司 Ecological concrete embankment and construction method thereof
CN105804005A (en) * 2016-04-26 2016-07-27 北京东方园林生态股份有限公司 Wall-hanging type ecological concrete dike and construction method thereof
CN109797711A (en) * 2019-01-10 2019-05-24 扬州大学 A kind of UHPC composite structure multifunctional ecological shore protection system
CN110306491A (en) * 2019-08-02 2019-10-08 中交上海航道局有限公司 A kind of river channel ecology bank protection construction technique
CN114457758A (en) * 2022-03-14 2022-05-10 浙江迅犀建设有限责任公司 Vertical casting and installation construction method for hollow nut block of slope protection project

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100770280B1 (en) * 2007-07-06 2007-10-25 이창근 Vegetation structure of fishing place block
KR100915230B1 (en) * 2008-01-24 2009-09-02 김기연 Structure for stablizing inclined plane and planting block
CN103125163A (en) * 2011-11-29 2013-06-05 水利部中国科学院水工程生态研究所 Method for improving water quality of reservoir by utilizing space-time specificities of hydro-fluctuation belt
CN105756014A (en) * 2016-04-26 2016-07-13 北京东方园林生态股份有限公司 Ecological concrete embankment and construction method thereof
CN105804005A (en) * 2016-04-26 2016-07-27 北京东方园林生态股份有限公司 Wall-hanging type ecological concrete dike and construction method thereof
CN109797711A (en) * 2019-01-10 2019-05-24 扬州大学 A kind of UHPC composite structure multifunctional ecological shore protection system
CN109797711B (en) * 2019-01-10 2021-02-12 扬州大学 UHPC composite structure multifunctional ecological bank protection system
CN110306491A (en) * 2019-08-02 2019-10-08 中交上海航道局有限公司 A kind of river channel ecology bank protection construction technique
CN114457758A (en) * 2022-03-14 2022-05-10 浙江迅犀建设有限责任公司 Vertical casting and installation construction method for hollow nut block of slope protection project

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