KR200303564Y1 - Retaining wall type cellular bank protection structure - Google Patents

Retaining wall type cellular bank protection structure Download PDF

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Publication number
KR200303564Y1
KR200303564Y1 KR20-2002-0030544U KR20020030544U KR200303564Y1 KR 200303564 Y1 KR200303564 Y1 KR 200303564Y1 KR 20020030544 U KR20020030544 U KR 20020030544U KR 200303564 Y1 KR200303564 Y1 KR 200303564Y1
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South Korea
Prior art keywords
revetment
blocks
retaining wall
block
sofa
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KR20-2002-0030544U
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Korean (ko)
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원 회 양
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원 회 양
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Priority to KR20-2002-0030544U priority Critical patent/KR200303564Y1/en
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Publication of KR200303564Y1 publication Critical patent/KR200303564Y1/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B2201/00Devices, constructional details or methods of hydraulic engineering not otherwise provided for
    • E02B2201/50Devices for sequentially discharging constant liquid quantities, e.g. into different irrigation channels

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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 고안은 호안을 구축함에 있어서, 자연석인 사석 대신 소정크기의 중공블럭을 지그자그식으로 조적하여 옹벽식 소파호안을 구축할 수 있도록 하는 고안으로서, 특히 전면에 수평 돌출간과 해수통수공을 다수개 형성하여 파랑이 수평 돌출간에 부딪혀 반사, 회절되게 하거나 해수통수공을 통하여 유수실로 유입되게 하여 소파될 수 있도록 하므로써 종래 자연석인 사석의 사용량을 현저히 줄이면서도 견고한 호안을 구축할 수 있도록 한 고안에 대한 것이다.The present invention is designed to build retaining wall sofa revetment by zigzag-preventing hollow blocks of a predetermined size instead of natural stone, in order to construct a revetment. It is designed to be able to make a wave while hitting the horizontal protrusion between reflection and diffraction or flowing into the oil chamber through the seawater hole so that it can be used as a sofa. .

Description

옹벽식 소파 호안구조 {Retaining wall type cellular bank protection structure}Retaining wall type cellular bank protection structure

본 고안은 옹벽식 소파 호안구조에 대한 고안인 바, 호안은 파랑이나 조류로부터 해안의 세굴유실을 방지하고 후면 토지의 유실을 예방하기 위한 시설로서, 주로 사석으로 시공되어오고 있으나 자연보호와 석재원의 감소로 사석의 구득이 갈수록 어렵고, 특히 피복석은 석질에따라 사석 생산에 제한을 받게되므로 사석 대신 소정크기로 콘크리트 블럭을 별도로 제조하여 이 콘크리트 블럭으로 피복하거나 옹벽식 구조로 대체되어가고 있는 것이 작금의 현실이다.The present invention is designed for the retaining wall sofa revetment structure. The revetment is a facility for preventing scour loss on the coast from blue or algae and the loss of back ground. It is more difficult to obtain the sandstone due to the reduction of the size of the sandstone, and in particular, the coated stone is limited to the production of the sandstone according to the quality of the stone. Is the reality.

따라서, 본 고안 출원인은 본 고안 출원 이전에 선등록한 "옹벽식 소파 호안구조"라는 명칭의 고안을 실용신안등록번호 제 0250959 호로 선등록하였든 바, 본 고안은 본인의 선등록 고안을 보다 현실에 맞게 개량한 개량고안으로서, 본 고안은 본인의 선등록고안에서의 전면 경사면을 최대한 줄이므로써 자연석인 사석의 소요량을 최소화하면서도 견고한 호안을 제공할 목적으로 개량고안을 안출하였다.Therefore, the applicant of the present invention has pre-registered the designation "Retaining wall sofa revetment structure" that was registered before the present invention application as Utility Model Registration No. 0250959, the present invention is more suitable to the reality As an improved improved design, the present invention devised an improved design for the purpose of providing a solid revetment while minimizing the requirement of the natural stone sandstone by minimizing the front slope in the pre-registered draft.

도1은 본 고안상으로 실시되는 옹벽식 소파 호안의 구조를 일부절결하여 도시한 사시도.1 is a perspective view showing a part of the structure of the retaining wall sofa revetment implemented in accordance with the present invention.

도2는 도1에서의 A-A'선 단면도.FIG. 2 is a cross-sectional view along the line AA ′ in FIG. 1; FIG.

<도면의 주요부분에 대한 부호설명><Code Description of Main Parts of Drawing>

1. 호안 2. 해저면 3, 3a. 사석1. Shore 2. Bottom 3, 3a. riprap

4. 사석기초단 10. 최하단 단위블럭 10a, 10b, 10c. 중공블럭4. Stone foundation base 10. Bottom unit block 10a, 10b, 10c. Hollow Block

11. 하단면 12, 12a, 12b, 12c. 전면 13. 해수통수공11. Bottom 12, 12a, 12b, 12c. Front 13. Seawater Water Supply

14. 수평 돌출간 15. 경사격벽 16. 배면벽14. Between horizontal protrusions 15. Inclined bulkhead 16. Back wall

17. 유수실 18, 19. 좌ㆍ우측벽 20. 암키 21. 숫키17. Flowing room 18, 19. Left and right wall 20. Dark key 21. Male key

본 고안에서는 사석의 사용을 최소화하기 위하여 콘크리트로 블럭을 성형 제조하여 이 블럭들을 옹벽식으로 조적하여 호안을 구축하도록 한 고안인 바, 이 호안구조는 상측으로 갈수록 폭이 좁아지는 크기의 블럭들을 지그자그식으로 서로 어긋지게 조적하여 호안(1)을 구축하게 되는 바, 이 호안(1)을 이루는 단위구조체인 블럭의 구조는 해저면(2)으로부터 소정높이와 폭으로 사석(3)을 쌓아사석기초단(4)을 구비하여 이 사석기초단(4) 상면에 최하단 단위블럭(10)을 포설하되 이 최하단 단위블럭(10)은 하단면(11)이 있고 최하단 단위블럭(10)의 전면(12)이 소정각도로 기울어지도록 되어있어 이 최하단 단위블럭(10) 상단에 거치조립되는 중공블럭(10a)(10b)(10c)들의 전면(12a)(12b)(12c)기울기와 일치되는 기울기로 되고 중공블럭(10a)(10b)(10c)은 상하가 개통된 중공블럭들로써 그 구조가 동일하므로 최하단블럭(10)의 구조를 설명하면, 전면(12)에 수평적으로 다수개의 직사각 해수통수공(13)이 천설되고 이 직사각 해수통수공(13)과 통수공 사이 전면(12)에 수평적으로 다수개(도면상으로 2개)의 수평돌출간(14)이 돌설되게 하고 이러한 전면(12)내측으로 전면(12)과 같은 기울기의 경사격벽(15)이 입설되고 이 경사격벽(15) 배면측으로 블럭(10)의 하단면(11)에 직각으로 배면벽(16)이 입설되며 경사격벽(15)과 배면벽(16)사이 공간에는 사석(3a)을 채움하며 각 블럭(10a)(10b)(10c)의 전면(12)과 경사격벽(15)사이 공간은 파랑이 해수통수공(13)을 통하여 유입되는 유수실(17)이 되게하여 이 유수실(17)에서 진입된 파랑이 반사 소파되도록 하며 이러한 각 블럭(10)(10a)(10b)(10c)의 좌ㆍ우측벽(18)(19)에 각각 암키(20)와 숫키(21)를 형성하여 이러한 블럭(10)들을 상하좌우로 조적하여 호안(1)의 구조를 구축하고 최상단측의 블럭(10c) 상단에 단위 캡콘크리트(30)를 타설하여서 본 고안상으로 실시되는 옹벽식 소파 호안구조를 구성한다. 도면 중 미설명 부호 (22)(23)은 각각 측면 통수구를 나타낸다.In the present invention, in order to minimize the use of sandstone, the block is manufactured by forming a block of concrete and masonry these blocks into retaining walls to build a revetment. The revetment structure is a jig of blocks having a narrow width toward the upper side. The self-deflected masonry is constructed by deviating from each other, and the block structure, which is a unit structure constituting the revetment 1, is constructed by stacking the sandstones 3 at a predetermined height and width from the bottom surface 2. The base unit 4 is provided with the lowest unit block 10 on the upper surface of the foundation stage 4, and the lowest unit block 10 has a lower surface 11 and the front of the lower unit block 10 ( 12) is inclined at a predetermined angle so that the slopes coincide with the slopes of the fronts 12a, 12b, 12c of the hollow blocks 10a, 10b, and 10c mounted on the uppermost unit block 10. And the hollow blocks 10a, 10b, and 10c are hollow blocks having the upper and lower sides opened. Since the structures are the same as the rucks, the structure of the lowermost block 10 will be described. A plurality of rectangular seawater aisles 13 are laid horizontally on the front surface 12 and between the rectangular seawater aisles 13 and the water aisles. A plurality of horizontal protrusions 14 are projected horizontally on the front surface 12, and inclined partition walls 15 of the same slope as the front surface 12 are placed inside the front surface 12. The back wall 16 is placed at right angles to the bottom surface 11 of the block 10 toward the rear side of the inclined partition wall 15, and the space between the inclined partition wall 15 and the back wall 16 is filled with a dead stone 3a. The space between the front 12 and the inclined bulkhead 15 of each of the blocks 10a, 10b, and 10c is such that the blue water flows into the oil and water chamber 17 through the seawater hole 13, so that the oil and water chamber ( A blue key and a male key 21 are formed on the left and right walls 18 and 19 of the blocks 10, 10a, 10b, and 10c, respectively, so that the blue light entering from 17 is reflected. By these labels (10) is assembled up, down, left, and right to construct the structure of the revetment (1), and the unit cap concrete 30 is placed on top of the block (10c) of the uppermost side to constitute the retaining wall sofa revetment structure implemented in the present invention . Unexplained reference numerals 22 and 23 in the drawings each represent a side passage.

상기와 같이, 호안을 상협하광한 다수단의 단위블럭(10)(10a)(10b)(10c)을 적층하되 지그자그식으로 상하좌우로 적층함에 따라 블럭과 블럭은 암키(20)와 숫키(21)가 계합되어 조적 상태가 견고하며 이러한 단위블럭(10)(10a)(10b)(10c)을 다수단 조적하였을 시, 전면이 일정한 각도로 상협하광하게 경사면으로 조적되고 이러한 전면에 수평적으로 돌설된 수평돌출간(14)에 파랑이 부딪혀서 소파되여 파랑의 일부는 직사각 해수통수공(13)을 통하여 경사격벽(15)에 부딪혀서 소파되며 이러한 소파기능을 가지는 단위블럭 내부에만 사석(3a)을 채움하므로써 자연석인 사석(3a)의 소모를 대폭 줄이면서도 견고한 옹벽식 소파 호안을 제공할 수 있게된다.As described above, the multi-stage unit blocks 10, 10a, 10b, and 10c are stacked side by side in a zigzag manner, and the blocks and blocks are made of female keys 20 and male keys. 21) is joined and firmly formed, and when the unit blocks 10, 10a, 10b, and 10c are stacked in multiple stages, the front surface is assembled to an inclined surface at a predetermined angle and horizontally on the front surface. Blue bumps against the protruding horizontal protrusions 14 and part of the blue bumps against the inclined bulkhead 15 through the rectangular seawater canal 13, and the sofa 3a is placed only inside the unit block having such a sofa function. By filling it, it is possible to provide a solid retaining wall revetment while significantly reducing the consumption of natural stone 4a.

Claims (1)

옹벽식 소파 호안(1)을 구축함에 있어서 사용되는 최하단 단위블럭(10)의 구조는 전면(12)에 수평적으로 다수개의 직사각 해수통수공(13)이 천설되고 이 직사각 해수통수공(13)과 통수공 사이 전면(12)에 수평적으로 다수개(도면상으로 2개)의 수평돌출간(14)이 돌설되게 하고 이러한 전면(12)내측으로 전면(12)과 같은 기울기의 경사격벽(15)이 입설되고 이 경사격벽(15) 배면측으로 블럭(10)의 하단면(11)에 직각으로 배면벽(16)이 입설되며 경사격벽(15)과 배면벽(16)사이 공간에는 사석(3a)을 채움하며 각 중공블럭(10a)(10b)(10c)의 전면(12)과 경사격벽(15)사이 공간은 파랑이 해수통수공(13)을 통하여 유입되는 유수실(17)이 되게하여 이 유수실(17)에서 진입된 파랑이 반사 소파되도록 하여 이러한 각 최하단 단위블럭 및 중공블럭(10)(10a)(10b)(10c)의 좌ㆍ우측벽(18)(19)에 각각 암키(20)와 숫키(21)를 형성하여 이러한 블럭(10)들을 상하좌우로 조적하여 호안(1)의 구조를 구축하고 최상단측의 블럭(10c) 상단에 단위 캡콘크리트(30)를 타설하여서 됨을 특징으로 하는 옹벽식 소파 호안구조.The structure of the lowermost unit block 10 used in constructing the retaining wall sofa revet 1 has a plurality of rectangular seawater hydraulic holes 13 horizontally installed on the front surface 12 and the rectangular seawater hydraulic holes 13 A plurality of horizontal projections 14 horizontally protrude between the front face 12 and the water hole, and the inclined bulkhead of the same slope as the front face 12 into the front face 12. 15 is placed and the rear wall 16 is placed at right angles to the bottom surface 11 of the block 10 toward the rear side of the inclined partition wall 15, and the space between the inclined partition wall 15 and the rear wall 16 is a dead stone ( 3a) and the space between the front 12 and the inclined bulkhead 15 of each of the hollow blocks 10a, 10b and 10c so that the blue water becomes the oil and water chamber 17 through which the seawater canister 13 is introduced. So that the blue waves entering the flowing chamber 17 are reflected sofas, and the left and right walls 18 and 19 of each of the lowermost unit blocks and the hollow blocks 10, 10a, 10b and 10c, respectively. By forming the female key 20 and the male key 21 to assemble these blocks 10 up, down, left, and right to build the structure of the revetment 1, the unit cap concrete 30 is placed on the top of the block 10c on the uppermost side. Retaining wall sofa revetment structure characterized in that.
KR20-2002-0030544U 2002-10-14 2002-10-14 Retaining wall type cellular bank protection structure KR200303564Y1 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006107128A1 (en) * 2005-03-11 2006-10-12 Hangil Co., Ltd. Environmental affinity type hydrophilic revetment block and construction method thereof
KR100722167B1 (en) 2007-03-08 2007-05-28 주식회사 항도엔지니어링 Incline protection block of sea bank
KR101052055B1 (en) 2011-02-28 2011-07-26 주식회사 삼안 Revetment block having wave effusing function
KR102486212B1 (en) * 2022-11-28 2023-01-10 주식회사 스팅이앤씨 Wave dissipation block and retaining wall using the same

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006107128A1 (en) * 2005-03-11 2006-10-12 Hangil Co., Ltd. Environmental affinity type hydrophilic revetment block and construction method thereof
GB2438130A (en) * 2005-03-11 2007-11-14 Hangil Co Ltd Environmental affinity type hydrophilic revetment block and construction method thereof
US7717643B2 (en) 2005-03-11 2010-05-18 Jae Myung Han Environmental affinity type hydrophilic revetment block and construction method thereof
GB2438130B (en) * 2005-03-11 2011-01-19 Hangil Co Ltd Environmental affinity type hydrophilic revetment block and construction method thereof
KR100722167B1 (en) 2007-03-08 2007-05-28 주식회사 항도엔지니어링 Incline protection block of sea bank
KR101052055B1 (en) 2011-02-28 2011-07-26 주식회사 삼안 Revetment block having wave effusing function
KR102486212B1 (en) * 2022-11-28 2023-01-10 주식회사 스팅이앤씨 Wave dissipation block and retaining wall using the same

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