KR20040012116A - Stream control groyne of consolidation structure - Google Patents
Stream control groyne of consolidation structure Download PDFInfo
- Publication number
- KR20040012116A KR20040012116A KR1020020045496A KR20020045496A KR20040012116A KR 20040012116 A KR20040012116 A KR 20040012116A KR 1020020045496 A KR1020020045496 A KR 1020020045496A KR 20020045496 A KR20020045496 A KR 20020045496A KR 20040012116 A KR20040012116 A KR 20040012116A
- Authority
- KR
- South Korea
- Prior art keywords
- handmade
- hexagonal body
- groyne
- present
- view
- Prior art date
Links
- 238000007596 consolidation process Methods 0.000 title 1
- 239000004567 concrete Substances 0.000 claims description 4
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 claims 4
- 230000003628 erosive effect Effects 0.000 abstract description 3
- 239000004575 stone Substances 0.000 description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 241000251468 Actinopterygii Species 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 239000000047 product Substances 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000006424 Flood reaction Methods 0.000 description 1
- 241000218998 Salicaceae Species 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005406 washing Methods 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
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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
- E02B3/14—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
Abstract
Description
본 발명은 하천이나 바닷가 등의 물의 흐름이 있거나 파랑이 이는 물가 호안부에 설치하는 것으로 흐르는 물의 힘을 분산시키고 유속을 감소시키며 유로를 변경하여 하안침식방지, 하상세굴방지 및 토사퇴적 기능과 함께 생태계보전, 유량확보와 수심증가 및 경관개선 등을 위하여 설치되는 구조물에 관한 것이다.The present invention is to install the water flow in the river or the shore, such as the river or the beach, to disperse the power of the flowing water to reduce the flow rate and to change the flow path to prevent erosion of the riverbed, prevention of bed washing and sedimentation The present invention relates to a structure that is installed for ecosystem conservation, flow securement, depth increase, and landscape improvement.
이러한 구조물의 역사는 수 백년 전부터 치수사업의 일환으로 시행되어져 왔으며 주로 석재인 자연석, 깬돌 등과 목재를 말뚝으로 다듬어 하상에 설치하였으며 아래의 그림은 석재를 이용한 수제와 목재를 이용한 수제의 설치전경이다.The history of these structures has been implemented as a part of the watershed project for hundreds of years, and the natural stone, crushed stone, and other timbers were piled up into piles and installed on the riverbed. The figure below shows the installation of stone and handmade wood.
석재를 이용한 수제 전경Handmade foreground with stone
목재를 이용한 수제 전경Handmade foreground with wood
수제는 기능으로 분류하면 수제를 물이 통과할 수 있는 형태인 투과수제와 물이 통과할 수 없는 형태인 불투과 수제로 분류한다. 투과 수제의 재료로는 말뚝, 버드나무와 같이 삽목이 가능한 살아있는 나뭇가지 또는 철근 콘크리트 말뚝 등을사용하며, 불투과 수제의 소재로는 자연석, 발파석 및 콘크리트 등의 중량이 크고 충격에 강한 재료를 주로 사용한다.Handmade is classified as a function by classifying it into permeate, which can pass water, and impermeable, which can't pass. Permeable handmade materials include living branches or reinforced concrete piles that can be cut, such as piles and willows.For impermeable handmade materials, heavy, impact-resistant materials such as natural stone, blasted stone and concrete can be used. Mainly used.
본 발명은 불투과 수제에 관한 것으로서 이에 대한 국내의 기술현황을 살펴보면 최근까지 국내에서는 하천에 수제를 설치하지 않는 경향이 매우 컸으나 90년대 중반이후로 국내에 자연형하천 개념이 도입된 이후 하천의 치수적인 문제 뿐 만이 아니라 수변에 서식하는 생태계에도 수제가 큰 도움이 된다는 것이 알려지면서 현재는 큰 하천을 중심으로 서서히 적용되어 가는 실정이다. 수제의 재료는 주로 말뚝과 석재를 많이 사용하며 국내에는 수제가 제품으로 개발된 것이 거의 없는 실정이며 바닷가에서는 방파제 보호를 위하여 뿔이 4개인 형태의 철근 콘크리트 구조물인 테트라포트가 광범위하게 사용되고 있다.The present invention relates to an impermeable handmade, and when looking at the domestic technology, the trend of installing the handmade in rivers is very high until recently, but since the concept of natural rivers has been introduced in Korea since the mid 90s, As it is known that handmade is a great help not only for matters but also for ecosystems that live in watersides, it is currently being gradually applied to large rivers. Handmade materials are mainly made of piles and stones, and there are few domestically developed products as handmade products. Tetraport, a reinforced concrete structure with four horns, is widely used to protect the breakwater at the beach.
불투과 수제의 재료로 사용되는 석재는 비교적 큰 규모의 크기가 필요한데 근래 자연환경보전 차원에서 석산 개발이 어려워져 석재를 구하기가 힘들고 또한 먼 거리에서 이동하여야 하므로 물류비용 또한 적지 않은 실정이며 하천환경을 개선하고자 산을 파괴하는 것 자체가 또 다른 환경의 파괴임을 볼 때 무한한 석산의 개발은 빈곤의 악순환이라 할 수 있으므로 자연을 훼손하지 않는 범위에서의 대체재가 시급히 필요한 실정이라 할 수 있다.Stones used as impermeable handmade materials need a relatively large size, but in recent years, it is difficult to obtain stone due to the difficulty of stone development because of the conservation of natural environment. In view of the fact that destroying mountains to improve itself is the destruction of another environment, the development of infinite quarries can be called a vicious cycle of poverty. Therefore, it is urgently needed for substitutes in the range that does not damage nature.
본 발명은 불투과 수제에 있어서 하안 침식을 방지하고 어소블록의 기능을 겸할 수 있는 수제를 콘크리트 구조체로 하여 조립결합 할 수 있도록 하는 구조물을 제공하고자 하는데 있다.The present invention is to provide a structure to prevent the erosion of the lower eye in the impermeable handmade and to be assembled into a concrete structure made of a handmade that can also function as an assoblock.
도 1 은 본 발명에 따른 제 1 실시예 사시도1 is a perspective view of a first embodiment according to the present invention;
도 2 는 본 발명에 따른 평면도2 is a plan view according to the present invention;
도 3 은 본 발명에 따른 측면도3 is a side view according to the present invention;
도 4 는 연속조립 구성도4 is a continuous assembly configuration
도 6 은 본 발명에 따른 제 2 실시예 사시도6 is a perspective view of a second embodiment according to the present invention;
도 7 은 본 발명에 따른 제 2 실시예 평면도7 is a plan view of a second embodiment according to the present invention;
도 8 은 본 발명에 따른 제 3 실시예 사시도8 is a perspective view of a third embodiment according to the present invention.
도 9 은 본 발명에 따른 제 4 실시예 사시도9 is a perspective view of a fourth embodiment according to the present invention.
도 10 은 본 발명에 따른 제 4 실시예 평면도10 is a plan view of a fourth embodiment according to the present invention.
<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>
1: 몸체 2: 큰 육각면체 3: 작은 육각면체 4: 조립홈 5: 어도 6: 이동홈1: Body 2: Large Hexahedron 3: Small Hexahedron 4: Assembly Groove 5: Edo 6: Moving Groove
본 발명은 하천에 설치하여 홍수시 강한 힘을 받는 구조물로서 강한 유수에 의하여 파괴가 되거나 조립상태에서 이탈되지 않도록 구조물간 결합이 튼튼해야하며 자중이 커서 밀려오는 유수에 대하여 강한 저항력을 갖는 구조체에 관한 것으로, 몸체(1)를 구성함에 있어 큰 육각면체(2)의 상부 중앙에 작은 육각면체(3)를 돌기형상으로 올려놓은 형태로 큰 육각면체(2) 하단에는 구조체간 결합을 위한 요부형태의 조립홈(4)이 형성되어있어 작은 육각면체(3)와 대응하여 수제형태로 조립설치 되면 큰 호우로 인하여 홍수가 발생하더라도 분리되지 않는 안정된 불투과 수제형 콘크리트 구조물에 관한 것이다.The present invention is a structure that is installed in a river and receives a strong force during flooding, the structure between the structures should be strong so as not to be destroyed by a strong runoff or separated from the assembled state, and to have a strong resistance against flowing water due to its own weight In the configuration of the body (1), the small hexagonal body (3) in the form of a protrusion on the upper center of the large hexagonal body (2) in the form of a protrusion on the bottom of the large hexagonal body (2) of the main form for coupling between the structures Assembling groove (4) is formed in accordance with the small hexagonal body (3) is installed in the form of homemade to a stable impermeable handmade concrete structure that does not separate even if a flood occurs due to heavy rain.
이하 본 발명을 첨부한 도면에 의하여 구체적으로 예시하여 설명한다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
본 발명의 대표적인 예로서 도1에 도시한 것은 크고 작은 두 개의 육각면체가 몸체(1)를 이루고 큰 육각면체(2) 하단부에 조립홈(4)이 형성된 형태의 사시도 이며, 도2는 이것의 평면도, 도3은 이것의 측면도이며, 도4는 이것의 연속조립 구성도이다.As a representative example of the present invention is shown in Figure 1 is a perspective view of a form in which two large and small hexagonal body forming the body (1) and the assembly groove 4 is formed in the lower end of the large hexagonal body (2), Figure 2 3 is a side view thereof, and FIG. 4 is a continuous assembly configuration thereof.
본 발명은 몸체(1)를 구성함에 있어 지면에 피복 하듯이 설치되는 일반 호안블록과는 달리 수중에 설치되어 유로를 통하여 내려오는 강한 수압에 견디어 하안을 보호해야 하므로 스스로 큰 자중이 필요한 비교적 큰 구조체를 형성한다. 또한 하천의 횡단방향으로 설치되는 구조물로 적층하여 설치되므로 구조체간의 결속력을 크게 하기 위하여 상단에 형성된 돌기형태의 작은 육각면체(3)와 이에 대응하는 조립홈(4)을 큰 육각면체(2)의 측면에 형성시켜 적층하여 종횡단방향으로 설치함에따라 사방으로 조립되므로 구조체간의 결속력 이 매우 견고해 질 수 있다.The present invention is a relatively large structure that requires a large weight of its own because the body (1) to protect the lower eye to withstand the strong water pressure that is installed in the water and flows down through the flow path unlike the general revetment block installed to cover the ground To form. In addition, since it is installed by stacking the structure installed in the transverse direction of the river, in order to increase the cohesion force between the structures, a small hexagonal body 3 having a projection shape formed at the top and a corresponding assembly groove 4 corresponding to the large hexagonal body 2 are formed. Formed on the side and stacked and installed in all directions as installed in the longitudinal and transverse direction, the binding force between the structures can be very solid.
본 발명의 제 2 실시예로서 도6의 사시도와 도7의 평면도에 도시하듯이 어류 및 저서생물들의 서식처 조성을 위하여 큰 육각면체(2)의 하단부에 십자형 어도(5)가 형성된 구조체를 제공하는 것이다.As a second embodiment of the present invention as shown in the perspective view of Figure 6 and the plan view of Figure 7 to provide a structure in which the cross-shaped fish 5 is formed at the lower end of the large hexagonal body 2 for the habitat composition of fish and benthic creatures .
몸체(1)의 하단부에 사방으로 형성된 십자형 어도(5)는 수제형태로 조립시 수제 전체로 연결될 수 있는 구조가 되며, 어도(5)는 평상시에는 어류나 저서생물의 서시지가 되며 홍수시에는 강한 유수를 피할 수 있는 생태계의 피난처로서 기능을 수행할 수 있다.The cross-shaped fishnets 5 formed in all directions at the lower end of the body 1 have a structure that can be connected to the whole handmade when assembled in a handmade form, and the fishery 5 is usually a sign of fish or benthic creatures and is strong in flooding. It can function as a refuge for ecosystems to avoid running water.
본 발명의 제 3 실시예로서 도8의 사시도에 도시하듯이 중량이 큰 구조체의 이동을 간편히 하기 위하여 이동홈(6)이 형성된 구조체를 제공하는 것이다.As a third embodiment of the present invention, as shown in the perspective view of FIG. 8, a structure in which a moving groove 6 is formed is provided to simplify the movement of a heavy structure.
하천은 곧 자연이며 항상 변화하며 진화된다. 끊임없이 변화하는 하천은 일정시간이 경과하면 수제의 위치를 변경시킬 필요가 있으며 또는 잘못된 설치로 인하여 이동이 필요할 때는 항상 돌출된 상태에 있는 작은 육각면체(3)의 이동홈(6)을 통하여 몸체(1)에 별도의 손상없이 이동시킬 수 있도록 하였다.Streams are nature and are always changing and evolving. The constantly changing river needs to change the position of the handmade product after a certain period of time, or when it is necessary to move due to incorrect installation, the body (6) through the moving groove (6) of the small hexagonal body (3) which is always protruded. 1) can be moved without any damage.
본 발명의 제 4 실시예로서 도9의 사시도와 도10의 평면도에 도시하듯이 몸체(1)를 형성함에 있어 큰 육각면체(2)에 형성된 조립홈(4)이 측면을 상하로 관통하도록 구성하여 저면에 형성된 어도(5)와 함께 좌우 뿐 아니라 상하로도 통할 수 있도록 형성된 구조체를 제공하는 것이다.As a fourth embodiment of the present invention, as shown in the perspective view of FIG. 9 and the plan view of FIG. 10, the assembling grooves 4 formed in the large hexagonal body 2 are formed to penetrate up and down sides. It is to provide a structure formed so as to pass through the left and right as well as up and down with the fish 5 formed on the bottom.
이상 본 발명은 기존의 석재를 이용한 불투과 수제에 비하여 공극을 크게하여 어류 등의 생태계에 보다나은 서식처를 제공하며, 조립홈을 통한 튼튼한 결속으로 홍수시에도 하안과 제방을 보호할 수 있도록 하여 별도의 유지관리가 필요 없도록 하였다.As described above, the present invention provides a better habitat for ecosystems such as fish by enlarging the voids compared to the impermeable handmade using the existing stone, and to protect the river banks and dikes even during floods with strong bonds through assembly grooves. No maintenance is required.
또한 제품을 균일화시켜 시공성을 향상시키고 석재를 얻기 위한 또 다른 자연을 파괴를 피할 수 있는데도 큰 의미가 있다.It also makes great sense to make products uniform, which improves workability and avoids destroying another nature for stone.
Claims (4)
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KR1020020045496A KR100697506B1 (en) | 2002-08-01 | 2002-08-01 | Stream control groyne of consolidation structure |
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KR1020020045496A KR100697506B1 (en) | 2002-08-01 | 2002-08-01 | Stream control groyne of consolidation structure |
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JP2823180B2 (en) * | 1994-03-31 | 1998-11-11 | 技研興業株式会社 | Breaking block for wave breaking using existing block and method of manufacturing the same |
KR200284980Y1 (en) * | 2002-04-06 | 2002-08-10 | 코리콤주식회사 | Protection block for the slant side and/or river side enabling plant propagation with structure consistency |
KR20040012114A (en) * | 2002-08-01 | 2004-02-11 | 코리콤주식회사 | Concrete groyne of consolidation structure |
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