KR100722166B1 - Construction structure of embankment covering block for prevention of washed away in seawall - Google Patents

Construction structure of embankment covering block for prevention of washed away in seawall Download PDF

Info

Publication number
KR100722166B1
KR100722166B1 KR1020070021359A KR20070021359A KR100722166B1 KR 100722166 B1 KR100722166 B1 KR 100722166B1 KR 1020070021359 A KR1020070021359 A KR 1020070021359A KR 20070021359 A KR20070021359 A KR 20070021359A KR 100722166 B1 KR100722166 B1 KR 100722166B1
Authority
KR
South Korea
Prior art keywords
slope
hole
support plate
plate
bent
Prior art date
Application number
KR1020070021359A
Other languages
Korean (ko)
Inventor
안익성
Original Assignee
주식회사 항도엔지니어링
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 주식회사 항도엔지니어링 filed Critical 주식회사 항도엔지니어링
Priority to KR1020070021359A priority Critical patent/KR100722166B1/en
Application granted granted Critical
Publication of KR100722166B1 publication Critical patent/KR100722166B1/en

Links

Images

Classifications

    • 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
    • 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
    • Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • 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 수직면과 수평면이 순차적으로 반복형성되어 사선으로 길이연장되는 계단형의 판체로 상기 수직면과 상기 수평면 사이에는 통공을 갖는 절곡사면이 각각 형성되어 호안의 경사면에 사선으로 일정간격 위치되는 사면지지판과; 상기 사면지지판과 인접된 다른 사면지지판 하부에 길이방향으로 위치되되 몸체 상하단이 상기 수평면 양측단의 절곡사면에 각각 대응되게 절곡되어 면접되는 상하단사면을 갖고 상기 상하단사면에는 상기 통공 연장선상에 체결공을 갖는 지지판이 형성되고, 상기 지지판의 중심에는 개방부가 형성되며, 상기 지지판의 하부으로는 직육면체인 메쉬케이스가 고정결합형성되고, 상기 개방부를 통해 상기 메쉬케이스 내부로 쇄석이 충전되어 상기 사면지지판을 하부에서 지지고정시키는 쇄석메쉬케이스와; 상기 사면지지판의 절곡사면 상면에 길이방향으로 위치되어 연장되는 판체로 양측단 하면에는 상기 사면지지판과 인접된 다른 사면지지판의 각 통공 연장선에 체결앵커가 하부로 돌출되어 상기 각 통공과 상기 쇄석메쉬케이스의 체결공을 관통하여 체결너트로 고정결합되고, 상면 좌우측에는 각각 상부로 돌출되되 상단에는 관통공을 갖는 지지바가 형성되는 사면연결대와; 중심에 관통장공을 갖는 봉형상으로, 몸체일단이 상기 사면지지대의 수평면 상면 중심에 안착되고, 몸체타단은 상기 사면지지대와 인접한 다른 사면지지대의 수평면 상면 중심에 안착되며, 몸체 외주연에는 상기 사면연결대의 좌우측 지지바가 내측으로 각각 삽입되어 상기 관통장공 연장선상에 상기 관통공이 위치되는 삽입공이 각각 형성되되 상기 관통장공에 삽입 된 체결장봉에 체결고정되는 호안피복블록을 구비하는 유실방지를 위한 호안피복블록 설치구조에 관한 것이다.According to the present invention, a vertical plate and a horizontal plane are sequentially formed in a stepped plate extending diagonally in length, and a bent slope having a through hole is formed between the vertical plane and the horizontal plane, respectively. and; The upper and lower ends of the body are longitudinally positioned at the lower side of the other slope supporting plate adjacent to the slope supporting plate, and the upper and lower ends are bent to correspond to the bent slopes of both sides of the horizontal plane, and the upper and lower end slopes are interviewed. A support plate is formed, and an opening is formed in the center of the support plate, and a mesh case which is a rectangular parallelepiped is fixedly formed at a lower portion of the support plate, and crushed stone is filled into the mesh case through the opening to lower the slope support plate. A crushed mesh case for supporting and fixing in the; Fastening angles protrude downward from each through hole extending line of the other slope support plate adjacent to the slope support plate, and the plate body is positioned in the longitudinal direction on the bent slope upper surface of the slope support plate and extends downward. A slope connecting rod fixed through the fastening holes of the fastening nut and protruding upward from the left and right sides of the upper surface, and having a support bar having a through hole at the upper end thereof; In the shape of a rod having a through-hole in the center, one end of the body is seated at the center of the upper surface of the horizontal surface of the slope support, and the other end of the body is seated at the center of the upper surface of the horizontal surface of the other slope support adjacent to the slope support. The left and right support bars are respectively inserted into the insertion hole in which the through-hole is positioned on the through-hole extension line, respectively, and the revetment coating block for preventing the loss having a revetment coating block fastened to the fastening rod inserted into the through-hole. It relates to the installation structure.

이러한 본 발명은 호안을 감싸는 호안피복블록을 원통형상으로 제작하여 축결합으로 호안에 고정설치함으로써 설치작업이 보다 용이하여 시공시간과 비용이 절감되고, 해안제방의 유실을 최대한 방지할 수 있어 수해 피해에 적절하게 대응할 수 있는 효과가 있다.The present invention is to make the installation of the rake coating block that surrounds the raft in the cylindrical shape and fixed to the raft by axial coupling easier installation work, saving construction time and cost, and can prevent the loss of coastal dike as much as possible damage There is an effect that can respond appropriately.

호안피복블록, 사면연결대, 쇄석메쉬케이스, 사면지지판 Shore protection block, slope connecting rod, crushed mesh case, slope support plate

Description

유실방지를 위한 호안피복블록 설치구조{CONSTRUCTION STRUCTURE OF EMBANKMENT COVERING BLOCK FOR PREVENTION OF WASHED AWAY IN SEAWALL}Protective cover block installation structure to prevent loss {CONSTRUCTION STRUCTURE OF EMBANKMENT COVERING BLOCK FOR PREVENTION OF WASHED AWAY IN SEAWALL}

도 1은 본 발명 실시 예인 유실방지를 위한 호안피복블록 설치구조의 시공모습을 보인 사시도이고, 도 2는 본 발명 실시 예인 유실방지를 위한 호안피복블록 설치구조의 체결모습을 보인 분리사시도이며, 도 3은 본 발명 실시 예인 유실방지를 위한 호안피복블록 설치구조의 시공모습을 보인 측단면도이고, 도 4는 본 발명 실시 예인 유실방지를 위한 호안피복블록 설치구조의 시공모습을 보인 정면도Figure 1 is a perspective view showing the construction of the protective cover coating installation structure for preventing the loss of the embodiment of the present invention, Figure 2 is an exploded perspective view showing a fastening pattern of the protective coating block installation structure for the loss prevention embodiment of the present invention, Figure Figure 3 is a side cross-sectional view showing the construction of the protection cover coating structure for preventing loss of the embodiment of the present invention, Figure 4 is a front view showing the construction of a relief coating block installation structure for the loss prevention embodiment of the present invention

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

10 : 사면지지대 11 : 수직면10: slope support 11: vertical surface

12 : 수평면 13,14 : 절곡사면12: horizontal surface 13,14: bending slope

13a,14a : 통공 20 : 쇄석메쉬케이스13a, 14a: through hole 20: crushed mesh case

21 : 메쉬케이스 22 : 지지판21: mesh case 22: support plate

23 : 개방부 24 : 상단사면23: opening 24: the upper slope

24a,25a : 체결공 25 : 하단사면24a, 25a: Fastener 25: Lower slope

30 : 사면연결대 31 : 체결앵커30: slope connection 31: tightening anchor

32 : 체결너트 33,34 : 지지바32: tightening nut 33,34: support bar

33a,34a : 관통공 40 : 호안피복블록33a, 34a: Through hole 40: Revetment covering block

41 : 관통장공 42,43 : 삽입공41: through hole 42,43: insertion hole

44 : 체결장봉44: fastening rod

본 발명은 유실방지를 위한 호안피복블록 설치구조에 관한 것으로서, 보다 상세하게는 호안을 감싸는 호안피복블록을 원통형상으로 제작하여 축결합으로 호안에 고정설치함으로써 설치작업이 보다 용이하여 시공시간과 비용이 절감되고, 해안제방의 유실을 최대한 방지할 수 있어 수해 피해에 적절하게 대응할 수 있는 유실방지를 위한 호안피복블록 설치구조에 관한 것이다.The present invention relates to a relief coating block installation structure for preventing the loss, more specifically, to make the installation of the relief coating block surrounding the lake in a cylindrical shape and fixed installation in the lake by axial coupling easier installation work and cost It is possible to prevent the loss of the coastal dike as much as possible, and to provide a protection structure for the protection coating to prevent the loss can be appropriately respond to the damage to the flood.

일반적으로 호안은 해안측에 제방이 시공되고, 그 제방이 시공되는 경우 하안측에 호안 블록 또는 콘크리트 옹벽을 설치하여 마감하게 된다.Generally, the banks are constructed with embankments on the coast, and when the embankments are constructed, the banks are finished by installing a bank block or concrete retaining wall on the lower bank.

상기 제방은 토사를 적층하여 그 상측에 도로를 시공하는 경우가 대부분으로, 이로 인해 제방은 유실 방지를 위해 호안 블록 또는 콘크리트 옹벽이 시공되게 되는데, 상기 콘크리트 옹벽의 경우는, 해안에 콘크리트를 타설하여 해안선의 변경을 방지하기 위해 옹벽이 시공되고, 또한 상기 호안 블록은 다양한 종류의 블록 제품이 이용된다.Most of the dikes are piled with soil, and the road is constructed on the upper side thereof. As a result, the dikes are constructed with revetment blocks or concrete retaining walls to prevent loss. In the case of the concrete retaining walls, concrete is poured on the shore. Retaining walls are constructed to prevent shoreline changes, and the revetment blocks are also of various types of block products.

그러나, 상술한 콘크리트 옹벽은, 제방의 경사면 유실을 방지하여 해안선의 변경을 최대한 방지할 수 있는 반면에, 친환경적인 요소가 미약하다 할 수 있고, 상술한 호안 블록은 토사의 유실을 방지할 수 있다는 장점은 있지만, 설치 구조상 많은 시간과 비용이 소용되는 문제점이 있었다.However, while the above-mentioned concrete retaining wall can prevent the loss of the slope of the embankment to prevent the change of the shoreline as much as possible, the eco-friendly element can be said to be weak, and the above-mentioned revetment block can prevent the loss of the soil. Although there is an advantage, there was a problem in that a lot of time and cost in the installation structure.

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로서, 호안을 감싸는 호안피복블록을 원통형상으로 제작하여 축결합으로 호안에 고정설치함으로써 설치작업이 보다 용이하여 시공시간과 비용이 절감되고, 해안제방의 유실을 최대한 방지할 수 있어 수해 피해에 적절하게 대응할 수 있는 유실방지를 위한 호안피복블록 설치구조를 제공함에 그 목적이 있다.The present invention is to solve the problems as described above, by making the protective cover to cover the rake in a cylindrical shape and fixed to the raft by the axial coupling installation is easier to install, reducing the construction time and cost, Its purpose is to provide a protective coating block installation structure for preventing loss that can prevent loss as much as possible.

이와 같은 목적을 달성하기 위하여, 본 발명은 수직면과 수평면이 순차적으로 반복형성되어 사선으로 길이연장되는 계단형의 판체로 상기 수직면과 상기 수평면 사이에는 통공을 갖는 절곡사면이 각각 형성되어 호안의 경사면에 사선으로 일정간격 위치되는 사면지지판과;In order to achieve the above object, the present invention is a step-shaped plate that is vertically and repeatedly formed in the vertical plane and the horizontal plane is elongated diagonally formed bent slope having a through-hole between the vertical plane and the horizontal plane are respectively formed on the inclined surface of the lake A slope support plate positioned at regular intervals on a diagonal line;

상기 사면지지판과 인접된 다른 사면지지판 하부에 길이방향으로 위치되되 몸체 상하단이 상기 수평면 양측단의 절곡사면에 각각 대응되게 절곡되어 면접되는 상하단사면을 갖고 상기 상하단사면에는 상기 통공 연장선상에 체결공을 갖는 지지판이 형성되고, 상기 지지판의 중심에는 개방부가 형성되며, 상기 지지판의 하부으로는 직육면체인 메쉬케이스가 고정결합형성되고, 상기 개방부를 통해 상기 메쉬케이스 내부로 쇄석이 충전되어 상기 사면지지판을 하부에서 지지고정시키는 쇄석메쉬케이스와;The upper and lower ends of the body are longitudinally positioned at the lower side of the other slope supporting plate adjacent to the slope supporting plate, and the upper and lower ends are bent to correspond to the bent slopes of both sides of the horizontal plane, and the upper and lower end slopes are interviewed. A support plate is formed, and an opening is formed in the center of the support plate, and a mesh case which is a rectangular parallelepiped is fixedly formed at a lower portion of the support plate, and crushed stone is filled into the mesh case through the opening to lower the slope support plate. A crushed mesh case for supporting and fixing in the;

상기 사면지지판의 절곡사면 상면에 길이방향으로 위치되어 연장되는 판체로 양측단 하면에는 상기 사면지지판과 인접된 다른 사면지지판의 각 통공 연장선에 체결앵커가 하부로 돌출되어 상기 각 통공과 상기 쇄석메쉬케이스의 체결공을 관통하여 체결너트로 고정결합되고, 상면 좌우측에는 각각 상부로 돌출되되 상단에는 관통공을 갖는 지지바가 형성되는 사면연결대와;Fastening angles protrude downward from each through hole extending line of the other slope support plate adjacent to the slope support plate, and the plate body is positioned in the longitudinal direction on the bent slope upper surface of the slope support plate and extends downward. A slope connecting rod fixed through the fastening holes of the fastening nut and protruding upward from the left and right sides of the upper surface, and having a support bar having a through hole at the upper end thereof;

중심에 관통장공을 갖는 봉형상으로, 몸체일단이 상기 사면지지대의 수평면 상면 중심에 안착되고, 몸체타단은 상기 사면지지대와 인접한 다른 사면지지대의 수평면 상면 중심에 안착되며, 몸체 외주연에는 상기 사면연결대의 좌우측 지지바가 내측으로 각각 삽입되어 상기 관통장공 연장선상에 상기 관통공이 위치되는 삽입공이 각각 형성되되 상기 관통장공에 삽입된 체결장봉에 체결고정되는 호안피복블록을 구비하는 특징이 있다.In the shape of a rod having a through-hole in the center, one end of the body is seated at the center of the upper surface of the horizontal surface of the slope support, and the other end of the body is seated at the center of the upper surface of the horizontal surface of the other slope support adjacent to the slope support. The left and right support bars are respectively inserted into the insertion hole in which the through-hole is positioned on the through-hole extension line, respectively, and is characterized by having a revetment coating block fastened to the fastening rod inserted into the through-hole.

이하, 본 발명을 첨부된 도면에 의해 보다 상세하게 설명하면 다음과 같다.Hereinafter, the present invention will be described in more detail with reference to the accompanying drawings.

도 1은 본 발명 실시 예인 유실방지를 위한 호안피복블록 설치구조의 시공모습을 보인 사시도이고, 도 2는 본 발명 실시 예인 유실방지를 위한 호안피복블록 설치구조의 체결모습을 보인 분리사시도이며, 도 3은 본 발명 실시 예인 유실방지를 위한 호안피복블록 설치구조의 시공모습을 보인 측단면도이고, 도 4는 본 발명 실시 예인 유실방지를 위한 호안피복블록 설치구조의 시공모습을 보인 정면도이다.Figure 1 is a perspective view showing the construction of the protective cover coating installation structure for preventing the loss of the embodiment of the present invention, Figure 2 is an exploded perspective view showing a fastening pattern of the protective coating block installation structure for the loss prevention embodiment of the present invention, Figure Figure 3 is a side cross-sectional view showing the construction of the protective cover coating installation structure for the loss prevention embodiment of the present invention, Figure 4 is a front view showing the construction of a protective coating block installation structure for the loss prevention embodiment of the present invention.

참고로 본 발명을 설명함에 있어 관련된 공지 기능 또는 구성에 대한 구체적인 설명이 본 발명의 요지를 불필요하게 흐릴 수 있다고 판단될 경우에는 그 상세한 설명을 생략하였다.For reference, in describing the present invention, when it is determined that a detailed description of a related known function or configuration may unnecessarily obscure the gist of the present invention, the detailed description thereof is omitted.

또한, 후술되는 용어들은 본 발명에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운영자의 의도 또는 관례 등에 따라 달라질 수 있다.In addition, terms to be described below are terms defined in consideration of functions in the present invention, which may vary according to the intention or convention of a user or an operator.

그러므로, 그 정의는 본 명세서 전반에 걸친 내용을 토대로 내려져야 할 것임은 물론이다.Therefore, the definition should be made based on the contents throughout the specification.

본 발명의 유실방지를 위한 호안피복블록 설치구조는, 해안 호안의 사면을 지지하는 사면지지판(10)과, 사면지지판(10)의 하단에 고정되어 사면지지판(10)을 고정지지하는 쇄석메쉬케이스(20)와, 사면지지판(10)을 길이방향으로 연결고정시키는 사면연결대(30)와, 사면지지대(10) 상면에 위치되어 사면연결대(30)에 고정결합되는 호안피복블록(40)으로 구성된다.The relief coating block installation structure for preventing the loss of the present invention, the crushed mesh case for fixing the slope support plate 10 and the slope support plate 10 is fixed to the bottom of the slope support plate 10 for supporting the slope of the coastal shore (20), the slope connecting plate 30 for fixing the slope support plate 10 in the longitudinal direction, and the slope support 10 is located on the upper surface is composed of a rake coating block 40 is fixed to the slope connector (30) do.

상기 사면지지판(10)은 수직면(11)과 수평면(12)이 순차적으로 반복형성되어 사선으로 길이연장되는 계단형의 판체로, 상기 수직면(11)과 상기 수평면(12) 사이에는 통공(13a,14a)을 갖는 절곡사면(13,14)이 각각 형성되어 호안의 경사면에 사선으로 일정간격 위치된다. The slope support plate 10 is a staircase plate body in which the vertical plane 11 and the horizontal plane 12 are sequentially repeated to extend in a diagonal line. Between the vertical plane 11 and the horizontal plane 12, a through hole 13a, Bending slopes 13 and 14 having 14a) are formed, respectively, and are positioned at regular intervals on the inclined surface of the lake.

상기 쇄석메쉬케이스(20)는 상기 사면지지판(10)과 인접된 다른 사면지지판(10) 하부에 길이방향으로 위치되되, 몸체 상하단이 상기 수평면(12) 양측단의 절곡사면(13,14)에 각각 대응되게 절곡되어 면접되는 상하단사면(24,25)을 갖고 상기 상하단사면(24,25)에는 상기 통공(13a,14a) 연장선상에 체결공(24a,25a)을 갖는 지지판(22)이 형성되고, 상기 지지판(22)의 중심에는 개방부(23)가 형성되며, 상기 지지판(22)의 하부으로는 직육면체인 메쉬케이스(21)가 고정결합형성되고, 상기 개방부(23)를 통해 상기 메쉬케이스(21) 내부로 쇄석이 충전되어 상기 사면지지판(10)을 하부에서 지지고정시킨다. The crushed mesh case 20 is located in the longitudinal direction under the other slope support plate 10 adjacent to the slope support plate 10, the upper and lower ends of the body on the bent slope (13, 14) of both sides of the horizontal surface (12) Support plates 22 having fastening holes 24a and 25a are formed on extension lines of the through holes 13a and 14a, respectively, having upper and lower end surfaces 24 and 25 to be bent and interviewed, respectively. The opening 23 is formed at the center of the support plate 22, and the mesh case 21, which is a rectangular parallelepiped, is fixedly formed at the lower portion of the support plate 22, and through the opening 23. The crushed stone is filled into the mesh case 21 to fix the slope support plate 10 at the bottom.

상기 사면연결대(30)는 상기 사면지지판(10)의 절곡사면(13,14) 상면에 각각 길이방향으로 위치되어 연장되는 판체로, 양측단 하면에는 상기 사면지지판(10)과 인접된 다른 사면지지판(10)의 각 통공(13a,14a) 연장선에 체결앵커(31)가 각각 하부로 돌출되어 상기 각 통공(13a,14a)과 상기 쇄석메쉬케이스(20)의 체결공(24a,25a)을 관통하여 체결너트(32)로 각각 고정결합되고, 상면 좌우측에는 각각 상부로 돌출되되 상단에는 관통공(33a,34a)을 갖는 지지바(33,34)가 각각 형성된다. The slope connecting table 30 is a plate body which is located in the longitudinal direction on the upper surface of the bent slope (13, 14) of the slope support plate 10, respectively, extending on both sides of the lower surface support plate adjacent to the slope support plate (10) The fastening anchors 31 protrude downward from the extension lines of the through holes 13a and 14a, respectively, to penetrate through the through holes 13a and 14a and the fastening holes 24a and 25a of the crushed mesh case 20, respectively. The fixing bars 32 are fixedly coupled to each other, and upper and lower sides of the support bars 33 and 34 having protruding holes 33a and 34a are respectively formed on the upper and left sides thereof.

상기 호안피복블록(40)은 중심에 관통장공(41)을 갖는 봉형상으로, 몸체일단이 상기 사면지지대(10)의 수평면(12) 상면 중심에 안착되고, 몸체타단은 상기 사면지지대(10)와 인접한 다른 사면지지대(10)의 수평면(12) 상면 중심에 안착되며, 몸체 외주연에는 상기 사면연결대(30)의 좌우측 지지바(33,34)가 내측으로 각각 삽입되어 상기 관통장공(41) 연장선상에 상기 관통공(33a,34a)이 위치되는 삽입공(42,43)이 각각 형성되되 상기 관통장공(41)에 삽입된 체결장봉(44)에 의해 체결고정된다. The revetment coating block 40 is a rod-shaped having a through-hole 41 in the center, one end of the body is seated on the center of the upper surface of the horizontal surface 12 of the slope support 10, the other end of the body support 10 It is seated in the center of the upper surface of the horizontal surface 12 of the other slope support 10 adjacent to the other side, the left and right support bars (33, 34) of the slope connector 30 is inserted into the inner periphery, respectively, the through hole 41 Insertion holes 42 and 43 in which the through holes 33a and 34a are positioned are formed on extension lines, and fastened and fastened by fastening rods 44 inserted into the through holes 41.

이와 같은 본 발명은, 먼저, 해안 호안 사면에 쇄석이 충전된 쇄석메쉬케이(20)를 상하측으로 위치시키되, 사면지지판(10) 수평면(12) 상하측의 절곡사면(13,14) 통공(13a,14a) 하측에 쇄석메쉬케이스(20) 지지판(22)의 체결공(24a,25a)이 위치되도록 적당한 간격으로 위치시킨다.In the present invention, first, the crushed stone mesh Kay 20 filled with crushed stone on the coastal revetment slope is positioned up and down, the bent surface 13, 14 through the bent surface (13, 14) through the hole 13a 14a) are positioned at appropriate intervals such that the fastening holes 24a and 25a of the support plate 22 of the crushed mesh case 20 are positioned below.

이 상태에서 사면지지판(10)의 절곡사면(13,14) 상면에 길이방향으로 사면연결대(30)를 안착시키되, 양측단 하부의 체결앵커(31)가 사면지지판(10) 절고사 면(13,14)의 통공(13a,14a)을 통해 쇄석메쉬케이스(20) 지지판(22) 상하단사면(24,25)의 체결공(24a,25a)을 관통하여 체결너트(32)로 각각 체결고정시킨다.In this state, the slope connecting rod 30 is seated in the longitudinal direction on the bent slopes 13 and 14 of the slope supporting plate 10, and the fastening anchors 31 at both lower ends of the slope supporting plate 10 are cut-off slopes 13 Through the through holes (13a, 14a) of the 14, through the fastening holes (24a, 25a) of the upper and lower end surfaces (24, 25) of the crushed stone mesh case (20) support plate (22) to fasten the fastening nuts (32), respectively. .

그 다음, 호안피복블록(40)의 삽입공(42,43)에 사면연결대(30)의 지지바(33,34)를 각각 삽입시킨 후, 호안피복블록(40)의 관통장공(41)에 체결장봉(44)을 삽입시켜 삽입공(42,43)에 삽입된 지지(33,34)의 관통공(33a,34a)을 관통함으로써 호안피복블록(40)은 사면연결대(30)에 완강히 체결고정된다.Next, the support bars 33 and 34 of the slope connecting table 30 are respectively inserted into the insertion holes 42 and 43 of the revetment coating block 40, and then inserted into the through holes 41 of the revetment coating block 40. By inserting the fastening rod 44, the through-hole 33a, 34a of the support (33, 34) inserted into the insertion hole (42, 43) through the revetment coating block 40 is firmly fastened to the slope connecting table (30) It is fixed.

이렇게 조립구성된 본 발명은 해안 호안의 경사면에 손쉽게 설치되어 지속적으로 타격되는 파랑을 다수개의 적층고정된 호안피복블록(40)에 의해 가로막히면서 소멸됨에 따라 해안제방의 유실을 방지하게 된다.The present invention assembled as described above is easily installed on the inclined surface of the coastal shore to prevent the loss of the coastal embankment by being blocked while being interrupted by a plurality of laminated fixed shoreline cover block 40 to be hit continuously.

이와 같이, 본 발명은 호안을 감싸는 호안피복블록을 원통형상으로 제작하여 축결합으로 호안에 고정설치함으로써 설치작업이 보다 용이하여 시공시간과 비용이 절감되고, 해안제방의 유실을 최대한 방지할 수 있어 수해 피해에 적절하게 대응할 수 있는 효과가 있다.As described above, the present invention is to make the installation of the rake coating block surrounding the rake in a cylindrical shape and fixedly installed in the lag by axial coupling to reduce the construction time and cost, and to prevent the loss of the coastal levee as much as possible It can effectively respond to flood damage.

본 발명은 상술한 특정의 바람직한 실시 예에 한정되지 아니하며, 청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 발명이 속하는 기술분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변형 실시가 가능한 것은 물론이고, 그와 같은 변경은 청구범위 기재의 범위 내에 있게 된다.The present invention is not limited to the above-described specific preferred embodiments, and various modifications can be made by those skilled in the art without departing from the gist of the present invention as claimed in the claims. Of course, such changes will fall within the scope of the claims.

Claims (1)

수직면과 수평면이 순차적으로 반복형성되어 사선으로 길이연장되는 계단형의 판체로 상기 수직면과 상기 수평면 사이에는 통공을 갖는 절곡사면이 각각 형성되어 호안의 경사면에 사선으로 일정간격 위치되는 사면지지판과;A slope support plate having a vertical plane and a horizontal plane sequentially formed in a stepped plate extending in an oblique length to form a bent slope having a through hole between the vertical plane and the horizontal plane, the slope supporting plate being disposed at regular intervals on an inclined surface of the lake; 상기 사면지지판과 인접된 다른 사면지지판 하부에 길이방향으로 위치되되 몸체 상하단이 상기 수평면 양측단의 절곡사면에 각각 대응되게 절곡되어 면접되는 상하단사면을 갖고 상기 상하단사면에는 상기 통공 연장선상에 체결공을 갖는 지지판이 형성되고, 상기 지지판의 중심에는 개방부가 형성되며, 상기 지지판의 하부으로는 직육면체인 메쉬케이스가 고정결합형성되고, 상기 개방부를 통해 상기 메쉬케이스 내부로 쇄석이 충전되어 상기 사면지지판을 하부에서 지지고정시키는 쇄석메쉬케이스와;The upper and lower ends of the body are longitudinally positioned at the lower side of the other slope supporting plate adjacent to the slope supporting plate, and the upper and lower ends are bent to correspond to the bent slopes of both sides of the horizontal plane, and the upper and lower end slopes are interviewed. A support plate is formed, and an opening is formed in the center of the support plate, and a mesh case which is a rectangular parallelepiped is fixedly formed at a lower portion of the support plate, and crushed stone is filled into the mesh case through the opening to lower the slope support plate. A crushed mesh case for supporting and fixing in the; 상기 사면지지판의 절곡사면 상면에 길이방향으로 위치되어 연장되는 판체로 양측단 하면에는 상기 사면지지판과 인접된 다른 사면지지판의 각 통공 연장선에 체결앵커가 하부로 돌출되어 상기 각 통공과 상기 쇄석메쉬케이스의 체결공을 관통하여 체결너트로 고정결합되고, 상면 좌우측에는 각각 상부로 돌출되되 상단에는 관통공을 갖는 지지바가 형성되는 사면연결대와;Fastening angles protrude downward from each through hole extending line of the other slope support plate adjacent to the slope support plate, and the plate body is positioned in the longitudinal direction on the bent slope upper surface of the slope support plate and extends downward. A slope connecting rod fixed through the fastening holes of the fastening nut and protruding upward from the left and right sides of the upper surface, and having a support bar having a through hole at the upper end thereof; 중심에 관통장공을 갖는 봉형상으로, 몸체일단이 상기 사면지지대의 수평면 상면 중심에 안착되고, 몸체타단은 상기 사면지지대와 인접한 다른 사면지지대의 수평면 상면 중심에 안착되며, 몸체 외주연에는 상기 사면연결대의 좌우측 지지바 가 내측으로 각각 삽입되어 상기 관통장공 연장선상에 상기 관통공이 위치되는 삽입공이 각각 형성되되 상기 관통장공에 삽입된 체결장봉에 의해 체결고정되는 호안피복블록을 구비하는 유실방지를 위한 호안피복블록 설치구조.In the shape of a rod having a through-hole in the center, one end of the body is seated at the center of the upper surface of the horizontal surface of the slope support, and the other end of the body is seated at the center of the upper surface of the horizontal surface of the other slope support adjacent to the slope support. The left and right support bars are respectively inserted into the insertion hole in which the through hole is positioned on the through hole extension line, respectively, and is provided with a raft protection block having a rake coating block fastened and fastened by a fastening rod inserted into the through hole. Covering block installation structure.
KR1020070021359A 2007-03-05 2007-03-05 Construction structure of embankment covering block for prevention of washed away in seawall KR100722166B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020070021359A KR100722166B1 (en) 2007-03-05 2007-03-05 Construction structure of embankment covering block for prevention of washed away in seawall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020070021359A KR100722166B1 (en) 2007-03-05 2007-03-05 Construction structure of embankment covering block for prevention of washed away in seawall

Publications (1)

Publication Number Publication Date
KR100722166B1 true KR100722166B1 (en) 2007-05-28

Family

ID=38278312

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020070021359A KR100722166B1 (en) 2007-03-05 2007-03-05 Construction structure of embankment covering block for prevention of washed away in seawall

Country Status (1)

Country Link
KR (1) KR100722166B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102330434A (en) * 2010-07-13 2012-01-25 长江水利委员会长江科学院 Throwing material for lightening interception difficulty and protecting dikes of rivers

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0649823A (en) * 1992-07-27 1994-02-22 Mitsui Constr Co Ltd Stone fixing structure
KR200350402Y1 (en) 2004-02-25 2004-05-12 김길평 Ecological embankment construction of river
KR100530455B1 (en) 2005-09-09 2005-11-22 주식회사 서영엔지니어링 Protective facilities structure for embankment
KR200408155Y1 (en) 2005-11-22 2006-02-07 (주)화신엔지니어링 A parent environment river shore protection block

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0649823A (en) * 1992-07-27 1994-02-22 Mitsui Constr Co Ltd Stone fixing structure
KR200350402Y1 (en) 2004-02-25 2004-05-12 김길평 Ecological embankment construction of river
KR100530455B1 (en) 2005-09-09 2005-11-22 주식회사 서영엔지니어링 Protective facilities structure for embankment
KR200408155Y1 (en) 2005-11-22 2006-02-07 (주)화신엔지니어링 A parent environment river shore protection block

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102330434A (en) * 2010-07-13 2012-01-25 长江水利委员会长江科学院 Throwing material for lightening interception difficulty and protecting dikes of rivers
CN102330434B (en) * 2010-07-13 2014-01-22 长江水利委员会长江科学院 Throwing material for lightening interception difficulty and protecting dikes of rivers

Similar Documents

Publication Publication Date Title
KR100722166B1 (en) Construction structure of embankment covering block for prevention of washed away in seawall
KR101329206B1 (en) Gabion
KR102486212B1 (en) Wave dissipation block and retaining wall using the same
US9447554B1 (en) Method of dissipating water wave energy
JP3326162B2 (en) Wave-dissipating block
KR100674477B1 (en) Method for constructing the coastline covering structures having a buffering function preventing the coastal erosion
KR200438636Y1 (en) The gabion have a partition
KR101766182B1 (en) Submerged Breakwater Structure for Prevention of Coastal Corrosion
KR101635900B1 (en) Caisson having T-shaped and Reverse T-shaped Column, and Port Structures using it
KR200412289Y1 (en) Concrete caisson breakwater
KR101280330B1 (en) The basis block for prevention digging
KR100374187B1 (en) Bank protection structure fixed up the unit block for removing waves on the subframe
KR101829434B1 (en) Port of caisson structure
JP3206884U (en) Seawall foundation block
KR100745623B1 (en) Construction structure of prefabricated covering block for breakwater
KR100481970B1 (en) Embankment construction of river using waste drainage pipe
KR200300479Y1 (en) Buoyancy breakwater of structure that displacement state is return
KR100576181B1 (en) Ecological embankment construction for river
KR200272952Y1 (en) Net structure for rivers bank
KR200226344Y1 (en) Bank protection structure fixed up the unit block for removing waves on the subframe
KR200408221Y1 (en) Revetment institution for pro-environment
KR102456551B1 (en) Fixation type crib
KR20100070631A (en) Floating type breakwater structure having improved riffles capacity
KR200388836Y1 (en) Revetment block for vegetation and structure for installation of the same
KR100654304B1 (en) Revetment institution for pro-environment

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
N231 Notification of change of applicant
N231 Notification of change of applicant
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20130613

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20140515

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20150507

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20160412

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20170508

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20180406

Year of fee payment: 12

FPAY Annual fee payment

Payment date: 20190321

Year of fee payment: 13