KR20000010342A - Shore protection building method using sofa block - Google Patents
Shore protection building method using sofa block Download PDFInfo
- Publication number
- KR20000010342A KR20000010342A KR1019980031223A KR19980031223A KR20000010342A KR 20000010342 A KR20000010342 A KR 20000010342A KR 1019980031223 A KR1019980031223 A KR 1019980031223A KR 19980031223 A KR19980031223 A KR 19980031223A KR 20000010342 A KR20000010342 A KR 20000010342A
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- South Korea
- Prior art keywords
- block
- concrete
- sofa
- semi
- sofa block
- Prior art date
Links
- 238000000034 method Methods 0.000 title abstract 3
- 239000004575 stone Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 claims description 2
- 239000002689 soil Substances 0.000 claims description 2
- 230000001413 cellular effect Effects 0.000 abstract description 3
- 238000005260 corrosion Methods 0.000 abstract 1
- 230000007797 corrosion Effects 0.000 abstract 1
- 241001455273 Tetrapoda Species 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000005253 cladding Methods 0.000 description 1
- GUJOJGAPFQRJSV-UHFFFAOYSA-N dialuminum;dioxosilane;oxygen(2-);hydrate Chemical compound O.[O-2].[O-2].[O-2].[Al+3].[Al+3].O=[Si]=O.O=[Si]=O.O=[Si]=O.O=[Si]=O GUJOJGAPFQRJSV-UHFFFAOYSA-N 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000001869 rapid Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- 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
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
Description
본 발명은 외해로 부터 크고 작은 파도가 끊임없이 밀려오는 해안에 있어서 파도에 의한 해안의 침식을 방지하고 각종 선박 등을 안전하게 정박할 수 있도록 여러 형태로 구축하는 호안축조공법에 대한 분야로서 종래 호안이나 제방, 방파제 등을 구축할 시 표면이 평면적인 호안블럭이나 사석 또는 콘크리트재로 된 테트라포드 등을 적층하여 파도를 방파 및 소파를 하여 왔다.The present invention is a field for the shore revetment construction method to be built in various forms to prevent the erosion of the shore by the waves in the coast constantly and large waves from the open sea and to secure the various vessels, etc. When constructing breakwaters, etc., the surface has been flattened by the surface of the lanyard blocks, tetrapods made of sandstone or concrete, etc. to break the waves and sofas.
상기 표면이 평면적으로 된 호안블럭을 피복하거나 사석 또는 테트라포드 등을 피복, 적층하게 되면 사석일 경우 무질서하여 환경친화적인 면이 불량하고 큰 파도에 쉽게 붕괴되며 테트라포드는 중량물(0.5t∼64ton)임으로 질서있게 일률적으로 조적하기가 어려워 통상 무질서하게 피복하게 되므로 이 또한 친수공간으로서는 부적절한 바, 파도의 파력을 약화, 소파시키는 기능이 양호함과 아울러 호안 등을 구축하였을 시 주변경관과 조화를 이루어 보는 사람으로 하여금 심미감을 느낄 수 있도록 하므로서 친수공간으로서의 기능도 할 수 있도록 하는 호안, 또는 방파제 등이 요구되고 있는 실정이다.If the surface is covered with a planar revetment block, or if the cladding or tetrapods, etc., the surface is disordered in the case of sandstone, environmentally friendly surface is poor and easily collapses in the waves, tetrapod is ordered as a heavy material (0.5t ~ 64ton) As it is difficult to uniformly arrange them, they are usually covered in an orderly manner, which is not suitable as a hydrophilic space, and it has a good function of weakening the wave power of the waves and sofas. There is a need for a shelter or breakwater that allows the user to feel aesthetics and to also function as a hydrophilic space.
도 1 은 본 발명상으로 실시되는 호안의 일부절결 사시도1 is a partially cutaway perspective view of a shelter implemented in accordance with the present invention;
도 2 는 본 발명상으로 실시되는 중공블럭을 일렬로 연설하는 상태사시도Figure 2 is a perspective view of a state in which the hollow block implemented in accordance with the present invention in a row
도 3 은 본 발명상으로 실시되는 호안의 횡단면도3 is a cross-sectional view of a shelter implemented in accordance with the present invention;
도 4 는 도 2 에서의 파도가 호안의 각부위치에서 반사회절되면서 소파되는 상태예시도4 is a view illustrating a state in which the wave in FIG. 2 is couched while being reflected by diffraction at each position of the lake.
<도면의 주요부분에 대한 부호설명><Code Description of Main Parts of Drawing>
1 : 호안 2 : 경지반 3 : 중공블럭1: Hoan 2: Hard land 3: Hollow block
3a : 주벽 4 : 사석 또는 자갈 5 : 삽치돌간3a: main wall 4: stone or gravel 5: shovel stone
6 : 절취면 7 : 콘크리트 방괴 8 : 요입홈6: cut-out surface 7: concrete explosion-proof 8: recessed groove
9 : 소파블럭 10,10a : 반원철부 11 : 반원요부9: sofa block 10,10a: semi-circular portion 11: semi-circle
12 : 통공 13 : 상치콘크리트 14 : 콘크리트 저지판12 through-hole 13, concrete concrete 14: concrete stop plate
본 발명은 파도의 소파능률을 극대화시키고 견고한 호안을 구축하기 위하여 안출한 발명으로서 이를 첨부한 도면에 의거하여 상술하면 육지와 연하는 해안의 해저면의 경지반(2)을 기초로 하여 본 발명상으로 실시되는 호안(1)을 구축함에 있어 상하가 개통되고 사각주벽으로 된 일정한 크기의 중공블럭(CELLULAR BROCK)(3)을 수평을 유지하도록 위치시키되 중공블럭(3)과 중공블럭을 해안선을 따라서 일렬로 연설하고 중공블럭과 블럭이 대접되는 주벽(3a)은 전체높이의 대략 절반정도로 도면 도 2 에 도시한 것처럼 벽체 상측이 낮도록 주벽을 (3a)을 입설하고 중공블럭(3) 내면에는 양질의 사석 또는 자갈(4) 등을 속채움하며 이 중공블럭(3)에 충전된 사석, 자갈(4)층의 상면에 측면이 대략 마름모형상으로서 상면중앙에 삽치돌간(5)이 돌설되고 전면하단모서리가 수직으로 절취된 절취면(6)을 형성한 콘크리트 방괴(方塊)(7)가 안치되고 이 콘크리트 방괴(7) 상면에는, 그 저면에 방괴(7) 상면에 돌설된 삽치돌간(5)이 삽치되는 요입홈(8)이 요입된 소파블럭(9)을 재치고정하되 이 소파블럭(9)은 당출원인이 1997년 실용신안등록출원번호 제 97-11570 호 "소파용 호안블럭"을 본원발명에 적합하도록 부분적으로 개량한 소파블럭으로서 본 발명상으로 실시되는 소파블럭(9)은 블럭정면 상·하에 수평적으로 일정한 직경의 반원 철(凸)부(10)(10a)가, 이 반원철부(10)와 철부(10a) 사이에는 역시 일정한 직경의 반원요(凹)부(11)가 형성되고 이 반원요부(11) 중도부에 물(해수 또는 우수)이 통수되고 토양으로 부터의 공기가 통기되는 적절한 직경의 통공(12)이 관통천설되며 하면에는 요입홈(8)이, 그 상면에는 삽치돌간(5)이 돌설되게 구성되어 이러한 소파블럭(9)을 필요한 높이로 적층하되 이 소파블럭(9)층은 기울기 1 : 0.3 의 기울기를 가지도록 적층한다. 그리고 적층된 소파블럭(9)의 최상면에는 상치 콘크리트(13)를 현장에서 거푸집(도면에는 도시안됨)으로 타설응고시킨다.The present invention is an invention devised to maximize the sofa efficiency of the wave and to build a solid revetment, and based on the accompanying drawings, the present invention is based on the ground plate (2) of the seabed surface of the coast and the coast In constructing the revetment (1), the upper and lower openings are opened and the hollow blocks (CELLULAR BROCK) 3 of constant size are positioned to be horizontal, but the hollow blocks 3 and the hollow blocks are located along the coastline. The main wall 3a, which is arranged in a row and the hollow block and the block is served, is approximately half of the total height. As shown in FIG. 2, the main wall 3a is placed so that the upper side of the wall is low, and the inside of the hollow block 3 has good quality. It fills the dead stone or gravel (4) and the side of the rough stone, gravel (4) layer filled in the hollow block (3) is roughly in the shape of a rhombus on the upper surface of the spatdle stone (5) is protruded edge Concrete block 7 which forms the cut surface 6 cut | disconnected perpendicularly | vertically is enclosed, and the insertion slab 5 which protruded on the upper surface of the block 7 in the bottom of this concrete block 7 is inserted. The sofa block (9) in which the recessed groove (8) is inserted is refitted, but the sofa block (9) is the applicant of the Utility Model Registration No. 97-11570, "Sofa Block for Sofa," in the present invention. The sofa block 9 implemented in accordance with the present invention as a partially improved sofa block is suitable for the semicircular iron portions 10 and 10a having a horizontally constant diameter above and below the front of the block. Between the 10) and the convex portion 10a, a semi-circle portion 11 of constant diameter is also formed, and water (sea water or rainwater) is passed through the middle portion of the semi-recess portion 11, and air from the soil is aerated. Through hole 12 of the appropriate diameter is to be penetrated through the recessed groove (8) on the lower surface, the insertion spacing (5) on the upper surface But is laminated to such a couch block (9) to the required height of the sofa block (9) layer is slope 1 are laminated so as to have a slope of 0.3. And the upper surface of the laminated sofa block (9) is poured concrete (13) on the site in the form of solidification (not shown in the figure).
또한 콘크리트 방괴(7) 전면의 절취면(6)과 연접되게 콘크리트 저지판(14)을 위치고정시켜서 중공블럭(3) 내부에 충전된 사석 또는 자갈 등이 파도에 유실되지 못하게 하여서 본 발명상으로 실시되는 소파블럭을 이용한 호안이 이루어진다.In addition, by fixing the concrete stop plate (14) in contact with the cutting surface (6) on the front of the concrete anti-glare (7) to prevent the loss of sand or gravel filled in the hollow block (3) in the present invention A relief using the sofa block is implemented.
상기와 같이 구성된 본 발명상의 호안 또는 방파제는 파도가 소파블럭(9)의 요부(11)와 철부(10)에 부딛히는 위치에 따라 다양한 양상으로 반사, 회절되면서 소파되게 된다.The relief or breakwater according to the present invention configured as described above will be couched while being reflected and diffracted in various aspects depending on the position where the wave hits the recess 11 and the convex portion 10 of the sofa block 9.
상기와 같은 구조의 소파블럭(9)을 교호로 적층하여 해안선을 따라 호안을 형성하도록 하므로서 파도가 소파블럭(9)에 부딛혀서 반사,회절하면서 소파가 되고 또한 소파블럭(9) 표면에 형성된 요부(11)와 철부(10)가 각각 반원형으로 연결되어 있어 파도의 선단이 부딛히는 면적이 넓어지므로 소파효과를 배가시킨다.By stacking the sofa block (9) of the above structure alternately to form a revet along the coastline, the wave hits the sofa block (9) to reflect and diffract the sofa, and the main portion formed on the surface of the sofa block (9) 11 and the convex portion 10 is connected in a semi-circular shape, respectively, so that the area where the tip of the wave hits is widened, thereby doubling the sofa effect.
또한 각 소파블럭(9)은 블럭상하측에 각각 돌설 및 요입된 돌간(5)과 요입홈(8)에 의하여 감합되어 있으므로 소파블럭(9)과 블럭이 이탈되지 않으며 호안 하부는 중공블럭(3)이 기초단으로 되고 중공블럭(3) 상면에 안치되는 콘크리트 방괴(7) 선단이 콘크리트 저지판(14)에 의해 정착되므로 호안(1)의 변위를 방지하며 이 중공블럭(3) 내면에는 양질의 사석 또는 자갈(4)이 충전되어 있는 바 콘크리트 저지판(14)이 사석 또는 자갈을 차단하고 있으므로 사석 또는 자갈이 물결에 의해 유실됨을 방지하고 호안 자체에 외부적인 충격이 가해지더라도 충격을 사석 또는 자갈이 흡수하며 중공블럭(3)과 블럭이 대접되는 주벽(3a)은 상측이 낮아 이곳에도 사석이 채워져 있으므로 상측부로 부터의 하중이 균일하게 분산되어 적층상태가 안정되고 중공블럭(3) 상부구조로 부터 전달되는 자체 중량 및 급류 또는 해일 등으로 인한 외력에도 호안 자체가 유실되거나 침하가 되지 않으므로 호안구조물의 내구수명이 연장되며 조수간만의 차이가 심한 서해쪽(약10M)에는 소파 및 미관을, 그리고 조수간만의 차이가 크지 않는 동해쪽(약 30∼50cm)에는 소파블럭(9)을 수면으로 부터 노출되게 하여 소파블럭(9)의 질서정연한 적층에 따르는 미감이 뛰어나도록 하므로서 보는 사람으로 하여금 심미감을 유발할 수 있도록 하여 친수공간으로서의 부가적인 기능도 발휘할 수 있는 효과가 있다. 참고로 소파블럭(9)에 천설된 통공(12)은 육지쪽의 지반으로 스며든 물이 배수될 수 있도록 천설한 것이다. 그리고, 시냇가 또는 강변의 곡류지점에 본원발명을 실시할 경우 상기 소파블럭(3)을 세워서 적층시공하여 유속을 어느정도 줄일 수 있다.In addition, each sofa block (9) is fitted by the ledge 5 and the recess groove (8) recessed and recessed on the upper and lower sides, respectively, so that the sofa block (9) and the block are not detached, and the lower part of the hollow block (3). ) Is the base end, and the tip of the concrete anti-glare (7), which is placed on the upper surface of the hollow block (3), is fixed by the concrete stop plate (14) to prevent displacement of the raft (1), and the inside of the hollow block (3) has good quality. Bars or gravel (4) is filled with the concrete block plate 14 blocks the stone or gravel, so that the stone or gravel is not lost by the wave and even if an external impact is applied to the lake itself The main wall (3a), which is absorbed by the gravel, and the hollow block (3) and the block is low, is filled with sandstone, so the load from the upper part is uniformly distributed, so that the stacking state is stabilized, and the hollow block (3) upper structure By Since the revetment itself is not lost or subsided by external weights due to its own weight and rapids or tsunamis, the durability life of the revetment structure is extended, and the sofa and aesthetics are on the west sea side (about 10M) where the tidal difference is severe. On the east side (about 30-50 cm), where the difference between tides is not large, the sofa block 9 is exposed from the water surface so that the aesthetics of the orderly stacking of the sofa block 9 are excellent so that the viewer can feel aesthetics. By inducing it, it is possible to exert additional functions as a hydrophilic space. For reference, the through-hole 12 installed on the sofa block 9 is a snow-dried ground so that water permeated into the ground on the land side can be drained. In addition, when the present invention is carried out at a stream or riverside grain point, the sofa block 3 may be erected and stacked to reduce the flow velocity to some extent.
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Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019980031223A KR100282982B1 (en) | 1998-07-31 | 1998-07-31 | Revetment construction method using sofa block |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019980031223A KR100282982B1 (en) | 1998-07-31 | 1998-07-31 | Revetment construction method using sofa block |
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| Publication Number | Publication Date |
|---|---|
| KR20000010342A true KR20000010342A (en) | 2000-02-15 |
| KR100282982B1 KR100282982B1 (en) | 2001-03-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1019980031223A KR100282982B1 (en) | 1998-07-31 | 1998-07-31 | Revetment construction method using sofa block |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| KR100699700B1 (en) * | 2006-12-06 | 2007-03-26 | 동남이엔씨(주) | Structure of breast wall for river |
| KR100769940B1 (en) * | 2006-04-17 | 2007-10-25 | 민선영 | guide block of dike |
| KR101124591B1 (en) * | 2009-09-25 | 2012-03-19 | (주)에쓰이네스트 | Breakwater and seawall having superstructure |
| CN113279370A (en) * | 2021-05-24 | 2021-08-20 | 上海市水利工程设计研究院有限公司 | Two-way self-locking type seawall facing structure based on ecological transformation |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100650540B1 (en) | 2005-04-13 | 2006-12-01 | 주식회사 한길 | Hydrophilic revetment block having seawater flow ports and construction method thereof |
| KR101033622B1 (en) * | 2008-09-22 | 2011-05-11 | 삼성물산 주식회사 | Breakwater and seawall having superstructure |
| KR101828285B1 (en) * | 2017-06-12 | 2018-02-12 | 이승준 | Method of manufacturing for cementitious structure using 3d prining and cementitious structure |
-
1998
- 1998-07-31 KR KR1019980031223A patent/KR100282982B1/en not_active IP Right Cessation
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100769940B1 (en) * | 2006-04-17 | 2007-10-25 | 민선영 | guide block of dike |
| KR100699700B1 (en) * | 2006-12-06 | 2007-03-26 | 동남이엔씨(주) | Structure of breast wall for river |
| KR101124591B1 (en) * | 2009-09-25 | 2012-03-19 | (주)에쓰이네스트 | Breakwater and seawall having superstructure |
| CN113279370A (en) * | 2021-05-24 | 2021-08-20 | 上海市水利工程设计研究院有限公司 | Two-way self-locking type seawall facing structure based on ecological transformation |
Also Published As
| Publication number | Publication date |
|---|---|
| KR100282982B1 (en) | 2001-03-02 |
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