KR100566604B1 - Structure of construction for protecting water road of small river - Google Patents

Structure of construction for protecting water road of small river Download PDF

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Publication number
KR100566604B1
KR100566604B1 KR1020050102690A KR20050102690A KR100566604B1 KR 100566604 B1 KR100566604 B1 KR 100566604B1 KR 1020050102690 A KR1020050102690 A KR 1020050102690A KR 20050102690 A KR20050102690 A KR 20050102690A KR 100566604 B1 KR100566604 B1 KR 100566604B1
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South Korea
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river
small
retaining wall
wall concrete
prefabricated retaining
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KR1020050102690A
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Korean (ko)
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안계헌
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주식회사 대한콘설탄트
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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

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

본 발명은 소하천의 수로 보호용 시설물의 구조에 관한 것으로서, 소하천의 양측 제방의 하단에 디귿자형으로 양측에 플렌지부가 형성된 조립식 옹벽 콘크리트(10)를 하천의 길이 방향으로 서로 마주보도록 볼트(11)와 너트(12)로 다수개 연결 설치하고, 상기 조립식 옹벽 콘크리트(10)의 마주보는 하단에 각각 수직으로 사각기둥형의 중보걸이 앵커블록(20)을 일체로 형성하며, 상기 중보걸이 앵커블록(20)의 측면에 양단이 체결부재로 체결되어 하천을 흐르는 유수가 저수위로 저장될 수 있도록 상면 중앙이 더 낮은 오목부(31)가 형성된 하천바닥 중간보(30)를 설치한 것을 특징으로 한다. 이와 같은 본 발명은 소하천의 중간 중간에 조립식 옹벽 콘크리트(10)를 설치하여 하천의 횡방향으로 하천바닥 중간보(30)을 설치하여 소하천의 저수위를 유지하도록 하여 급물살에 의해 하천 바닥이 유실되는 것을 방지하고, 또한 물고기 등의 어류가 서식할 수 있는 소하천 환경을 제공하는 효과가 있다. The present invention relates to the structure of the waterway protection facilities of small rivers, bolts 11 and nuts so as to face each other in the longitudinal direction of the prefabricated retaining wall concrete (10) formed with a flange portion on both sides in the bottom of both banks of the small river. A plurality of connection installations (12), and each of the prefabricated retaining wall concrete (10) is formed at the bottom facing each other vertically formed a square pillar-shaped intermediary hook anchor block 20 integrally, the intermediary hook anchor block (20) Both sides are fastened to the sides of the fastening member is characterized in that the river bottom middle beam 30 is formed with a lower concave portion 31 is formed in the upper surface so that the flowing water flowing through the river can be stored at a low water level. The present invention is to install the prefabricated retaining wall concrete 10 in the middle of the small river to install the river basin intermediate beam 30 in the transverse direction of the river to maintain the low water level of the river to be lost in the river bottom by water It is effective in preventing and providing a small river environment where fish such as fish can inhabit.

Description

소하천의 수로 보호용 시설물의 구조{Structure of construction for protecting water road of small river}Structure of construction for protecting water road of small river}

도1은 본 발명에 의한 소하천의 수로 보호용 시설물의 구조를 도시한 사시도,1 is a perspective view showing the structure of a waterway protection facility of a small river according to the present invention,

도2는 본 발명에 의한 소하천의 수로 보호용 시설물을 도시한 분해 사시도이다.Figure 2 is an exploded perspective view showing a waterway protection facility for small rivers according to the present invention.

<도면의 주요부분에 대한 부호의 간단한 설명><Brief description of symbols for the main parts of the drawings>

10 : 조립식 옹벽 콘크리트 20 : 중보걸이 앵커블록10: prefabricated retaining wall concrete 20: interlocking hook anchor block

30 : 하천바닥 중간보 31 : 오목부30: river bottom intermediate beam 31: recess

본 발명은 소하천의 수로 보호용 시설물의 구조에 관한 것이다.The present invention relates to a structure of a waterway protection facility for small rivers.

보통 소하천은 하수나 우수의 흐름에 의하여 하천 제방의 하부에까지 세굴되어 하천 제방이 유실되고, 막대한 수해 피해가 발생하는 문제점이 있다.Usually, small rivers are scoured to the lower part of the river banks by the flow of sewage or rainwater, resulting in the loss of the river banks and enormous flood damage.

따라서, 상기한 바와 같은 문제점을 해결하기 위하여 본 발명의 목적은 조립 식 옹벽을 하천 제방의 양측면에 설치하고, 하천 바닥에 유수의 흐름을 제어하여 세굴을 방지하도록 하여 생태계를 보호하도록 한 소하천의 수로 보호용 시설물의 구조를 제공하는 데 있다.Therefore, in order to solve the above problems, an object of the present invention is to install the prefabricated retaining walls on both sides of the river banks, and to control the flow of running water on the river floor to prevent scouring to protect the ecosystem To provide the structure of protective facilities.

상기 목적을 달성하기 위하여, 본 발명에 의한 소하천의 수로 보호용 시설물의 구조는, 소하천의 양측 제방의 하단에 디귿자형으로 양측에 플렌지부가 형성된 조립식 옹벽 콘크리트를 하천의 길이 방향으로 서로 마주보도록 볼트와 너트로 다수개 연결 설치하고, 상기 조립식 옹벽 콘크리트의 마주보는 하단에 각각 수직으로 사각 기둥형의 중보걸이 앵커블록을 일체로 형성하여 상기 중보걸이 앵커블록에 양단이 하천의 횡방향으로 고정되어 하천을 흐르는 유수가 저수위로 저장될 수 있도록 상면 중앙이 더 낮도록 오목부가 형성된 하천바닥 중간보를 설치하여서 된 것을 특징으로 한다.In order to achieve the above object, the structure of the waterway protection facility of the small river according to the present invention, the bolts and nuts to face each other in the longitudinal direction of the prefabricated retaining wall concrete with flanges formed on both sides in the bottom of both banks of the river Installed in a plurality of connection, and each of the prefabricated retaining wall concrete to form a square pillar-shaped intermediary hook anchor block vertically integrally at each of the lower end is fixed to the intermediary hook anchor block in the transverse direction of the river flows the stream It is characterized in that by installing a riverbed intermediate beam formed with a recess so that the center of the upper surface is lower so that the running water can be stored at a low water level.

이하, 본 발명을 첨부된 도면을 참조하여 설명하면 다음과 같다. Hereinafter, the present invention will be described with reference to the accompanying drawings.

도1은 본 발명에 의한 소하천의 수로 보호용 시설물의 구조를 도시한 사시도이고, 도2는 본 발명에 의한 소하천의 수로 보호용 시설물을 도시한 분해 사시도이다.1 is a perspective view showing the structure of the waterway protection facilities for small rivers according to the present invention, Figure 2 is an exploded perspective view showing the waterway protection facilities for small rivers according to the present invention.

도1 및 도2에 도시된 바와 같이, 본 발명에 의한 소하천의 수로 보호용 시설물의 구조는, 소하천의 양측 제방의 하단에 디귿자형으로 양측에 플렌지부가 형성된 조립식 옹벽 콘크리트(10)를 하천의 길이 방향으로 서로 마주보도록 볼트(11)와 너트(12)로 다수개 연결 설치하고, 상기 조립식 옹벽 콘크리트(10)의 마주보는 하 단에 각각 수직으로 사각기둥형의 중보걸이 앵커블록(20)을 일체로 형성하며, 상기 중보걸이 앵커블록(20)의 측면에 양단이 체결부재로 체결되어 하천을 흐르는 유수가 저수위로 저장될 수 있도록 하천바닥 중간보(30)를 설치한다. 상기 하천바닥 중간보(30)는 상면 중앙이 더 낮도록 오목부(31)가 형성된다.As shown in Figures 1 and 2, the structure of the waterway protection facility of the small river according to the present invention, the prefabricated retaining wall concrete 10 is formed in the bottom of both banks of the river in the form of a flange on both sides in the longitudinal direction of the river Installed with a plurality of bolts 11 and nuts 12 so as to face each other with each other, integrally with a square pillar-shaped heavy hook anchor block 20 vertically at the lower ends of the prefabricated retaining wall concrete 10 respectively. It is formed, both ends are fastened to the side of the intermediary hanger anchor block 20 by a fastening member to install a river bottom intermediate beam 30 so that the flowing water flowing through the river can be stored at a low water level. The river bottom intermediate beam 30 is formed with a recess 31 so that the center of the upper surface is lower.

이와 같이 구성된 본 발명의 소하천의 수로 보호용 시설물의 구조를 시공하는 과정을 설명하면, 먼저, 소하천의 양측 제방의 하단에 디귿자형으로 양측에 플렌지부가 형성된 조립식 옹벽 콘크리트(10)를 하천의 길이 방향으로 서로 마주보도록 볼트(11)와 너트(12)로 다수개 연결 설치하고, 상기 조립식 옹벽 콘크리트(10)의 마주보는 하단에 각각 수직으로 일체로 형성된 사각기둥형의 중보걸이 앵커블록(20)의 측면에 양단이 체결부재로 체결되어 하천을 흐르는 유수가 저수위로 저장될 수 있도록 하천바닥 중간보(30)를 설치한다. Referring to the process of constructing the structure of the waterway protection facility of the small river of the present invention configured as described above, first, the prefabricated retaining wall concrete (10) in the longitudinal direction of the river in which the flanges are formed on both sides in the bottom of both banks of the small river. A plurality of bolts 11 and nuts 12 are connected to each other so as to face each other, and the sidewalls of the square column-shaped heavy hook anchor block 20 are vertically integrally formed at opposite ends of the prefabricated retaining wall concrete 10. Both ends are fastened by a fastening member to install a river bottom intermediate beam 30 so that the flowing water flowing through the river can be stored at a low water level.

상기에서 설명한 바와 같이, 본 발명의 소하천의 수로 보호용 시설물의 구조에 의하면, 소하천의 중간 중간에 조립식 옹벽 콘크리트(10)를 설치하여 하천의 횡방향으로 하천바닥 중간보(30)을 설치하여 소하천의 저수위를 유지하도록 하여 급물살에 의해 하천 바닥이 유실되는 것을 방지하고, 또한 물고기 등의 어류가 서식할 수 있는 소하천 환경을 제공하는 효과가 있다. As described above, according to the structure of the waterway protection facility of the small river of the present invention, the prefabricated retaining wall concrete 10 is installed in the middle of the small river by installing the river bed intermediate beam 30 in the transverse direction of the river By maintaining the low water level, the bottom of the river is prevented from being lost due to the water supply, and there is an effect of providing a small river environment in which fish such as fish can inhabit.

Claims (1)

소하천의 양측 제방의 하단에 디귿자형으로 양측에 플렌지부가 형성된 조립식 옹벽 콘크리트(10)를 하천의 길이 방향으로 서로 마주보도록 볼트(11)와 너트(12)로 다수개 연결 설치하고, 상기 조립식 옹벽 콘크리트(10)의 마주보는 하단에 각각 수직으로 사각기둥형의 중보걸이 앵커블록(20)을 일체로 형성하며, 상기 중보걸이 앵커블록(20)의 측면에 양단이 체결부재로 체결되어 하천을 흐르는 유수가 저수위로 저장될 수 있도록 상면 중앙이 더 낮도록 오목부(31)가 형성된 천바닥 중간보(30)를 설치한 것을 특징으로 하는 소하천의 수로 보호용 시설물의 구조.A plurality of prefabricated retaining wall concrete (10) having flanges on both sides in the lower end of both banks of the small river is installed by connecting a plurality of bolts (11) and nuts (12) to face each other in the longitudinal direction of the river, the prefabricated retaining wall concrete (10) integrally formed at the lower end of each of the square pole-shaped intermediary hanger anchor block 20 vertically, both ends are fastened to the side of the intermediary hanger anchor block 20 by a fastening member flowing through the river The structure of the waterway protection facility of a small river, characterized in that the top of the middle beam (30) formed with a recess 31 is formed so that the center of the upper surface is lower so that it can be stored at a low water level.
KR1020050102690A 2005-10-29 2005-10-29 Structure of construction for protecting water road of small river KR100566604B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108252265A (en) * 2018-01-15 2018-07-06 河海大学 A kind of arid biogeographic zone type river green wery formula of going around is regulated and stored system
CN108487304A (en) * 2018-04-13 2018-09-04 张剑 A kind of water conservancy retaining wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108252265A (en) * 2018-01-15 2018-07-06 河海大学 A kind of arid biogeographic zone type river green wery formula of going around is regulated and stored system
CN108487304A (en) * 2018-04-13 2018-09-04 张剑 A kind of water conservancy retaining wall

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