KR100243402B1 - A bank structure - Google Patents
A bank structure Download PDFInfo
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- KR100243402B1 KR100243402B1 KR1019990024483A KR19990024483A KR100243402B1 KR 100243402 B1 KR100243402 B1 KR 100243402B1 KR 1019990024483 A KR1019990024483 A KR 1019990024483A KR 19990024483 A KR19990024483 A KR 19990024483A KR 100243402 B1 KR100243402 B1 KR 100243402B1
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- frame
- vertical
- horizontal
- embankment structure
- cell space
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/46—Foundations for supply conduits or other canals
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
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- 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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/20—Controlling water pollution; Waste water treatment
- Y02A20/204—Keeping clear the surface of open water from oil spills
Abstract
본발명은 하천, 호수 또는 바다의 육지쪽 가장자리에 설치되는 제방구조물에 관한 것으로, 셀공간부를 가진 보강틀을 적절히 이용하여서, 축조후 구조물에 부딪치는 파도를 효율적으로 분산 흡수하여 주고, 물빠짐이 원활하며, 시공중 각종 장비의 이동로가 자연적으로 확보되고, 골재가 유실되지 않으며, 물매를 효율적으로 제어할 수 있는 제방구조물을 제공하기 위하여, 복수열로 배열된 가로격벽과 세로격벽에 의해 정방형 내지 장방형으로 구획되는 셀공간부들을 형성하고 있는 보강틀을 바닥면으로부터 수면위의 설정높이까지 다층으로 적층하여서 형성된 골조부와, 상기 골조부를 형성하고 있는 보강틀의 셀공간부들 내부에 자갈 또는 콘크리트 등의 채움재를 선택적으로 채워넣어서 형성된 몸체살부로 구성되어서 축조된 것을 기술구성상의 특징으로 하여서, 제방구조물의 내구성 및 안정성이 확보되며, 시공이 용이한 효과가 있다.The present invention relates to an embankment structure installed on the land edge of a river, lake or sea. By using a reinforcement frame having a cell space, the present invention efficiently disperses and absorbs waves hitting the structure after construction. In order to provide a dike structure that can smoothly and smoothly secure the movement path of various equipments during construction, aggregates are not lost, and control the water efficiently, it is square by horizontal and vertical bulkheads arranged in multiple rows. To a frame portion formed by stacking a reinforcement frame forming cell space portions divided into rectangles in multiple layers from the bottom surface to a set height above the water surface, and gravel or concrete in the cell space portions of the reinforcement frame forming the frame portion. It is composed of body parts formed by filling the back filling material selectively Hayeoseo the gong, the durability and stability of the embankment structure is obtained, has a construction is easy to effect.
Description
본발명은 하천, 호수 또는 바다의 육지쪽 가장자리에 설치되는 제방구조물에 관한 것으로, 특히 셀공간부를 가진 보강틀을 적절히 이용함으로써, 시공중 각종 장비의 이동로가 자연적으로 확보되며 골재가 유실되지 않아서 시공이 용이할 뿐만 아니라, 축조후 부딪치는 파도를 효율적으로 분산 흡수하여 주고, 물빠짐이 원활하게 이루어져서 내구성이 향상되는 제방구조물에 관한 것이다.The present invention relates to an embankment structure installed on the land edge of a river, lake or sea, and in particular by using a reinforcement frame having a cell space part, the movement path of various equipment is naturally secured during construction and aggregates are not lost. Not only easy construction, but also to efficiently absorb and absorb the waves hit after construction, and the drainage is made smoothly relates to the embankment structure is improved durability.
제방은 하천, 호수 또는 바다의 가장자리 육지에 설치되어, 물의 격랑, 파력, 침투등을 통제하여서 육지의 각종 시설물을 보호하기 위해 축조하는 구조물이다.Embankments are structures that are installed on the edge of rivers, lakes, or seas to protect various facilities on land by controlling water rips, waves, and infiltration.
종래, 제방구조물은 일반적으로 돌 또는 방괴블록등을 쌓아서 축조하고 있으며, 이러한 사석식 제방은 파도의 흡수작용이 크고 반사가 적어서 월파가 적다는 이점이 있는 반면에, 시공중 또는 축조후 시간이 지남에 따라 골재들이 유실되는 문제점이 있어서 유지보수공사를 자주 실시해야 하는 불편함이 따랐다.Conventionally, embankment structures are generally built by stacking stones or anti-destructive blocks, etc. These sandstone embankments have the advantage of low waves due to the large absorption of waves and low reflection, while the construction time or after construction As a result, there is a problem that the aggregates are lost, and the maintenance work is often inconvenient.
이에 따라 최근에는 도1의 도시와 같이, 공장에서 제작한 기성 콘크리트블록(1)을 현장으로 반입하여 바닥면에서부터 수면의 일정높이까지 연직의 벽체로 축조하는 직립식제방(2)이 개발되어 적극 시행되고 있다.Accordingly, as shown in FIG. 1, an upright embankment (2) has been developed in which a ready-made concrete block (1) manufactured at a factory is brought to the site and constructed as a vertical wall from a floor to a certain height. It is implemented.
이러한, 직립식제방은 축조길이가 짧은 안벽에는 손쉽게 시공할 수 있는 이점이 있다.Such an upright embankment has the advantage that it can be easily installed on the quay of short building length.
그러나, 상기한 구조로서 축조된 제방구조물은 블록상호간의 결합이 불충분하며, 파랑을 분산시켜 흡수하여 주는 구조부가 구비되지 않았고, 통수로가 설치되지 않았기 때문에, 격한 파랑에 의하여 조적된 블록들이 유탈되거나, 파손되는 일이 발생되며, 벽 전체가 이완될 가능성이 있는 등 구조적으로 매우 불안정하였다.However, the embankment structure constructed as the above-described structure has insufficient coupling between the blocks and does not have a structure for dispersing and absorbing the blue waves, and since the channel has not been provided, the blocks formed by the strong blue waves are leaked out. It was structurally very unstable, such as breakage and the possibility of the entire wall being relaxed.
또한, 대형으로 제작된 고중량의 블록들을 물이 차있는 현장으로 운반하기가 용이치 않을 뿐만 아니라, 이 고중량 블록을 현장에서 들어 올려 설정된 정위치에 설치하기에도 손쉽지 않아서, 시공이 난해하며 시공속도가 늦은 결점이 있었다.In addition, it is not easy to transport large blocks made of large size to the site filled with water, and it is not easy to lift the heavy blocks in the field and install them in the set position. There was a late flaw.
이에 따라, 본발명은 하천이나 호수 및 바다의 육지쪽 가장자리에 설치되는 제방구조물을 축조하는데 있어서 상기한 제 문제점들을 해결하고자 안출한 것으로, 본발명은 셀공간부를 가진 보강틀을 적절히 이용하여서, 축조후 구조물에 부딪치는 파도를 효율적으로 분산 흡수하여 주고, 물빠짐이 원활하게 이루어지도록 하여서 내구성이 향상되는 제방구조물을 제공하는데 그 목적이 있다.Accordingly, the present invention has been made to solve the above problems in the construction of embankment structures installed on the land-side edges of rivers, lakes, and seas, and the present invention constructs by appropriately using a reinforcement frame having a cell space. It is an object of the present invention to provide a dike structure that efficiently absorbs and absorbs waves hitting a structure after the water, and makes the water drain smoothly.
본발명의 다른 목적은 시공중 각종 장비의 이동로가 자연적으로 확보되고, 골재가 유실되지 않아서 시공하기에 손쉬운 제방구조물을 제공하는데 있다.Another object of the present invention is to provide a dike structure that is easy to construct because the movement path of the various equipment during the construction is naturally secured, the aggregate is not lost.
상기 목적들을 달성하기 위한 본발명의 제방구조물은 복수열로 배열된 가로격벽과 세로격벽에 의해 정방형 내지 장방형으로 구획되는 셀공간부들을 형성하고 있는 보강틀을 바닥면으로부터 수면위의 설정높이까지 다층으로 적층하여서 형성된 골조부와, 상기 골조부를 형성하고 있는 보강틀의 셀공간부들 내부에 자갈 또는 콘크리트 등의 채움재를 선택적으로 채워넣어서 형성된 몸체살부로 구성되어서 축조된 것을 기술구성상의 특징으로 한다.The embankment structure of the present invention for achieving the above object is a multi-layered reinforcement frame forming a cell space portion partitioned in a square or rectangle by a horizontal bulkhead and a vertical bulkhead arranged in a plurality of rows from a floor to a set height above the water surface It is characterized in that the construction consisting of a skeleton portion formed by selectively filling the filling material such as gravel or concrete into the interior of the cell space portion of the reinforcement frame forming the skeleton portion, and formed by stacking.
도1은 종래기술에 따른 제방구조물의 시공예시도1 is a construction example of the embankment structure according to the prior art
도2a는 본발명에 따른 제방구조물의 일 시공예를 나타낸 사시도Figure 2a is a perspective view showing a construction example of the embankment structure according to the present invention
도2b는 도2a의 제방구조물에서 상판이 형성된 상태의 예시도Figure 2b is an exemplary view of the top plate is formed in the embankment structure of Figure 2a
도3은 본발명에서 적용되는 보강틀의 일 실시예를 나타낸 사시도Figure 3 is a perspective view showing an embodiment of the reinforcing frame applied in the present invention
도4는 본발명에 따른 제방구조물의 다른 시공예를 나타낸 사시도Figure 4 is a perspective view showing another construction example of the embankment structure according to the present invention
도5a는 도4의 제방구조물에서 수문이 열려진 상태의 평단면도Figure 5a is a cross-sectional plan view of the water gate is open in the embankment structure of Figure 4
도5b는 도4의 제방구조물에서 수문이 닫혀진 상태의 평단면도Figure 5b is a cross-sectional plan view of the water gate is closed in the embankment structure of Figure 4
도6은 본발명에서 적용되는 보강틀의 다른 실시예를 나타낸 사시도Figure 6 is a perspective view showing another embodiment of the reinforcing frame applied in the present invention
< 도면의 주요부분에 대한 부호의 설명 ><Description of Symbols for Major Parts of Drawings>
1:콘크리트블록 2:직립식제방 10:보강틀1: concrete block 2: upright bank 10: reinforcement frame
11:가로격벽 11a:안내홈 11b:결합홈11: horizontal bulkhead 11a: guide groove 11b: coupling groove
12:세로격벽 12b:결합돌기 13:셀공간부12: vertical bulkhead 12b: coupling projection 13: cell space portion
14:수평관통공 15:수로구멍 16: 수문14: horizontal through hole 15: waterway hole 16: sluice
17:수직관통공 18:수직결합봉 19:전면접속부17: vertical through hole 18: vertical coupling rod 19: front connection
20:채움재 21:콘크리트 22:자갈20: filling material 21: concrete 22: gravel
23:상판23: Tops
이하, 본발명의 기술구성에 대하여 첨부도면을 참조하여 구체적으로 설명한다.Hereinafter, the technical configuration of the present invention will be described in detail with reference to the accompanying drawings.
도2a 내지 도6에는 본발명을 통해 축조된 제방구조물의 실시예들 및 본발명에 적용되는 보강틀의 실시예들을 보여주고 있다.2a to 6 show embodiments of the embankment structure constructed through the present invention and embodiments of the reinforcing frame applied to the present invention.
이와 같은 실시예들에 따른 본발명의 제방구조물은 복수열로 배열된 가로격벽(11)과 세로격벽(12)에 의해 정방형 내지 장방형으로 구획되는 셀공간부(13)들을 형성하고 있는 보강틀(10)을 해안가 또는 하천변의 바닥면으로부터 수면위의 설정높이까지 다층으로 적층하여서 형성된 골조부와, 상기 골조부를 형성하고 있는 보강틀(10)의 셀공간부(13)들 내부에 자갈 또는 콘크리트 등의 채움재(20)를 선택적으로 채워넣어서 형성된 몸체살부로 구성된 기술을 통하여서 본발명의 기술사상을 구현하고 있다.The embankment structure of the present invention according to the embodiments of the present invention is a reinforcement frame forming cell space portions 13 partitioned in a square to a rectangular shape by the horizontal bulkhead 11 and the vertical bulkhead 12 arranged in a plurality of rows ( 10) a skeleton portion formed by stacking a plurality of layers from the bottom surface of a beach or a riverside to a set height on the water surface, and gravel or concrete in the cell space portions 13 of the reinforcing frame 10 forming the framework portion. The technical idea of the present invention through the technology consisting of the body portion formed by selectively filling the filler 20 is implemented.
상기에서 골조부를 형성하는 보강틀(10)은 공장에서 기제작된 콘크리트체 또는 내부식성에 강한 금속으로 만든 것이 바람직하며, 본발명의 보강틀은 상기한 구조형식을 유지하면서 내부식성에 강하고 소정의 강도를 나타내기만 하면 여러 재질로 만들 수 있다.The reinforcing frame 10 forming the frame portion is preferably made of a concrete body made of a factory or metal resistant to corrosion, the reinforcing frame of the present invention is strong in corrosion resistance and predetermined while maintaining the above structural form They can be made of different materials as long as they show their strength.
도2a 및 도2b에는 본발명에 따른 제방구조물의 일 실시예가 도시되어 있으며, 도3에는 이 제방구조물에 적용된 보강틀이 도시되어 있다.2A and 2B show an embodiment of a levee structure according to the present invention, and FIG. 3 shows a reinforcement frame applied to the levee structure.
이 실시예는 하층의 보강틀(10)과 상층의 보강틀(10)들이 서로 엇갈리게 적층되어서 골조부를 형성하고 있다.In this embodiment, the reinforcing frame 10 of the lower layer and the reinforcing frame 10 of the upper layer are alternately stacked to form a frame part.
이러한 적층구조는 수평관통공이 형성된 골조부의 내부에 채워지는 채움재(20)를 전체적으로 연결시켜서 보다 견고한 구조물을 구축할 수 있게 하여 준다.Such a laminated structure allows the filling material 20 to be filled in the interior of the frame portion in which the horizontal through-holes are formed to be connected as a whole, thereby making it possible to construct a more rigid structure.
그리고, 골조부에서 외항측으로 위치되는 전면벽은 보강틀(10)을 들쭉 날쭉하게 적층하여서 형성되며, 그 전면벽 측의 일정부분은 채움재(20)를 채우지 않고 빈공간부로 남기고 있다.And, the front wall located in the outer port side in the frame portion is formed by laminating the reinforcing frame 10 jagged, the predetermined portion of the front wall side is left as an empty space without filling the filling material (20).
이와 같은 적층구조는 부딪히는 파도를 들쭉 날쭉한 전면벽부로 분산시켜 주면서 빈공간부내로 흡수하여 소멸시켜 주어서 구조물의 피로를 저감시켜 준다.This laminated structure reduces the fatigue of the structure by dispersing the waves hitting the jagged front wall portion while absorbing and dissipating into the empty space portion.
또한, 보강틀(10)들의 격벽들에는 이웃하는 셀공간부(13)들과 서로 통하게 해주는 수평관통공(14)들이 형성된다.In addition, the partition walls of the reinforcement frame 10 are formed with horizontal through holes 14 to communicate with neighboring cell space portions 13.
이 수평관통공(14)들은 골조부에 채워지는 콘크리트(21)를 전체적으로 연결되게 하여서 구조물 전체를 일체화시켜 준다.These horizontal through holes 14 are connected to the concrete (21) filled in the frame part as a whole to integrate the entire structure.
그리고, 골조부의 내부에는 도2a의 도시와 같이, 대부분 콘크리트(21)가 채워지되, 길이방향의 일정간격마다 직각방향으로 횡단하여 자갈(22)이 채워져서 몸체살부를 이루고 있으며, 상부에는 전체적으로 콘크리트(21)가 타설되어서 상판(23)을 이루고 있다.And, the interior of the frame portion, as shown in Figure 2a, most of the concrete 21 is filled, the gravel 22 is filled by crossing the right angle direction at regular intervals in the longitudinal direction to form a body flesh, the upper concrete as a whole 21 is poured and forms the top board 23. As shown in FIG.
이러한 몸체살부의 구성은 보강틀(10)의 수평관통공(14)들 및 자갈사이의 공극을 통하여 외항과 내항(또는 내륙측의 지반 저부에 형성된 배수로일 수도 있음)사이로 통수되는 수로를 제공하여 주며, 상판(23)은 각종의 교통로로 활용되게 하여 준다.This body part configuration provides a channel through which the water passes between the outer port and the inner port (or a drainage channel formed at the ground bottom of the inland side) through the gap between the horizontal through holes 14 of the reinforcement frame 10 and the gravel. And, the top plate 23 allows to be utilized as a variety of traffic.
도4, 도5a 및 도5b에는 본발명에 따른 제방구조물의 다른 실시예가 도시되어 있다.4, 5a and 5b show another embodiment of the embankment structure according to the present invention.
이 실시예는 골조부의 보강틀(10)에는 길이방향의 일정간격마다 가로격벽(11)들을 직각방향으로 관통하는 수로구멍(15)들이 형성되고, 그 수로구멍(15)들 개폐하여 주는 수문(16)들이 특징적으로 구비된다.In this embodiment, the reinforcing frame 10 of the frame portion is formed with waterway holes 15 penetrating the horizontal bulkheads 11 at right angles at predetermined intervals in the longitudinal direction, and a water gate for opening and closing the waterway holes 15. 16) are provided specially.
수로구멍(15)이 형성된 셀공간부(13)들은 채움재가 채워지지 않은 채 비어 있으며, 수문(16)은 상기 보강틀(10)의 전후방측 가장자리에 위치하는 가로격벽(11)들에 형성된 안내홈(11a)에 결합되어서 셀공간부(13) 내에 들어가 설치되어 있다.The cell space portions 13 in which the channel holes 15 are formed are empty without filling the filling material, and the water gate 16 is formed in the horizontal partition walls 11 located at the front and rear edges of the reinforcing frame 10. It is coupled to the groove 11a and installed in the cell space 13.
이와 같은 수문(16)은 필요에 따라 개방하여서 수로구멍(15)을 통하여 외항과 내항(또는 내륙측의 지반 저부에 형성된 배수로일 수도 있음)사이로 통수되어 수로를 제공하여 준다.Such a water gate 16 is opened as necessary to pass through the waterway hole 15 between the outer port and the inner port (or may be a drainage path formed at the ground bottom of the inland side) to provide a waterway.
그리고, 이러한 수로구멍(15) 및 수문(16)의 구성은 본실시예에 따른 제방구조물의 축조시 도5a의 도시와 같이, 수로구멍(15)들이 열려진 상태에서 보강틀(10)들을 적층시킴과 동시에 셀공간부들의 내부에 채움재(20)를 채우고, 축조공사하고자 하는 전구간에 걸쳐서 보강틀(10)의 설치작업이 완료되면 도5b의 도시와 같이, 열려 있는 수로구멍(15)의 수문(16)을 폐쇄시켜서 물의 흐름을 차단한 후, 최종적으로 그 셀들의 내부에 채움재(1205b)를 완전히 채움으로써 공사를 마감토록 하는데 사용된다.In addition, the configuration of the waterway hole 15 and the water gate 16 stacks the reinforcement molds 10 in the state in which the waterway holes 15 are open, as shown in FIG. 5A when the embankment structure is constructed. At the same time, filling the filling material 20 in the interior of the cell space, and when the installation work of the reinforcing frame 10 is completed over the whole section to be constructed construction, as shown in Figure 5b, the water gate (15) 16) to shut off the flow of water and finally to complete the work by completely filling the filler 1205b inside the cells.
이와 같이 본실시예에 따르면, 수로구멍(15)이 열려진 상태에서 축조공사를 시행할 수 있어서, 수압 또는 파압을 효율적으로 분산시켜서 축조중인 제방구조물의 물매를 제어하는데 큰 도움을 준다.As described above, according to the present embodiment, the construction work can be carried out with the waterway hole 15 opened, thereby effectively distributing the hydraulic pressure or the wave pressure, thereby greatly controlling the sales of the embankment structure under construction.
한편, 도6에는 본발명에 적용되는 보강틀의 다른 실시예가 도시되다.On the other hand, Figure 6 shows another embodiment of the reinforcing frame applied to the present invention.
이 다른 실시예에 따른 보강틀은 그 보강틀(10)들의 격벽들에 수직관통하는 수직관통공(17)들이 형성되고, 그 수직관통공(17)들에는 상하층의 보강틀(10)을 함께 꿰는 수직결합봉(18)들이 끼워져서, 상,하층의 보강틀(10)들이 수직결합봉(18)들을 통하여 일괄적으로 연결됨을 특징으로 하고 있다.The reinforcement frame according to this embodiment is formed with vertical through holes 17 which vertically penetrate the partition walls of the reinforcement frames 10, and the vertical through holes 17 have a reinforcement frame 10 of upper and lower layers. The vertical coupling rods 18 are threaded together, so that the upper and lower reinforcement frames 10 are collectively connected through the vertical coupling rods 18.
그리고, 보강틀(10)들의 격벽들에는 이웃하는 셀공간부(13)들과 서로 통하게 해주는 수평관통공(14)들이 형성되어 있다.In addition, the partition walls of the reinforcement frame 10 are formed with horizontal through holes 14 to communicate with the neighboring cell spaces 13.
이 보강틀(10)은 길이방향을 따라서 길게 연장되는 가로격벽(11)들과, 이웃하는 가로격벽(11)들의 사이에 일정간격마다 배치되어 가로격벽(11)들의 측벽들에 직각방향으로 접속되는 세로격벽(12)들로 분리되는 구성을 가지며, 가로격벽(11)들에는 결합홈(11b)들이 형성되고 세로격벽(12)들의 단부에는 결합돌기(12b)들이 형성되어서, 그 결합홈(11b) 및 결합돌기(12b)가 맞물려서 접속된다.The reinforcement frame 10 is disposed at regular intervals between the horizontal bulkheads 11 extending in the longitudinal direction and the neighboring horizontal bulkheads 11 and connected to the sidewalls of the horizontal bulkheads 11 at right angles. It has a configuration that is separated into the vertical partitions 12, the coupling grooves (11b) are formed in the horizontal partition walls 11 and the coupling projections (12b) are formed at the end of the vertical partition walls 12, the coupling groove ( 11b) and engaging projection 12b are engaged with each other.
그리고, 이 보강틀(10)의 가장자리에 위치하는 가로격벽(11)들의 전방면에는 채널형상으로 된 전면접속벽(19)이 한 피치씩 건너서 반복적으로 접속되어 있다.And the front connection wall 19 of channel shape is repeatedly connected by pitch one by one to the front surface of the horizontal partition walls 11 located in the edge of this reinforcement frame 10. As shown in FIG.
이러한 보강틀은 단위체들을 크게 만들어서 대형 제방을 축조할 경우 현장에서 조립하면서 시공하는데 유용한 것으로서, 단위체들을 상대적으로 크게 만들더라도 중량이 많이 나가지 않게 되므로, 축조현장에서 손쉽게 다룰 수 있는 이점이 있다.Such a reinforcement frame is useful for construction while assembling a large embankment by constructing large units, and does not have much weight even when the units are made relatively large, and thus can be easily handled at the construction site.
또한, 이 보강틀로서 제방구조물의 전면벽을 굴곡있게 적층하되, 상기 전면벽은 물과 접촉되는 방향으로 설치하게 되면, 파도차단의 효과가 뛰어나게 된다.In addition, the front wall of the embankment structure is flexibly laminated as the reinforcing frame, the front wall is installed in a direction in contact with the water, the wave blocking effect is excellent.
뿐만 아니라, 다수개 형성된 수평관통공들로 인하여 다양한 형태의 배수공간을 만들어 줌으로써 전면판 내부 일정거리까지 해수의 유입을 유도하여 해수의 파압을 줄일 수 있다.In addition, due to the plurality of horizontal through-holes formed by creating various types of drainage space to induce the inflow of seawater to a certain distance inside the front plate can reduce the wave pressure of the seawater.
따라서, 이 실시예에 따르면 제방구조물의 내구성을 향상시킴은 물론, 안정성이 높은 제방구조물을 축조할 수 있게 된다.Therefore, according to this embodiment, as well as improving the durability of the embankment structure, it is possible to build a high stability of the embankment structure.
한편, 본발명은 상기에서 예시한 시공예들 외에도 다양한 구조형태로 변형된 제방구조물을 구현할 수 있는 것으로, 이에 대한 설명은 본발명의 기술사상에 따르면 용이하게 실시가능하므로 생략한다.On the other hand, the present invention can implement the embankment structure modified in various structural forms in addition to the construction examples exemplified above, the description thereof will be omitted since it can be easily implemented according to the technical idea of the present invention.
상기와 같이 구성되는 본발명의 제방구조물에 의하면, 구조물 전체가 일체화 되어 견고하며, 들쭉 날쭉한 골조부의 전면벽부로 파도를 분산시켜 주면서 빈공간부내로 흡수하여 소멸시키고, 물빠짐이 원활하게 이루어져서, 구조적인 안정성이 확보된다.According to the embankment structure of the present invention configured as described above, the whole structure is integrated and solid, absorbing and dissipating into the empty space part while dispersing the waves to the front wall of the jagged skeleton structure, the water is made smoothly, Structural stability is secured.
또한, 축조중 수압 또는 파압을 효율적으로 제어할 수 있고, 단위체들의 중량이 가벼워 다루기가 쉽고, 골재들이 유실되지 않으며, 시공장비들의 교통로가 확보되므로, 시공이 용이하다.In addition, it is possible to efficiently control the water pressure or wave pressure during construction, easy to handle because the weight of the unit is light, aggregates are not lost, and the construction of the construction equipment is secured, it is easy to construct.
이상에서 살펴본 바와 같이, 본발명은 제방구조물의 내구성 및 안정성이 확보될 뿐만 아니라, 시공이 용이하는 등 매우 유용한 발명이다.As described above, the present invention is a very useful invention, such as ensuring the durability and stability of the embankment structure, easy construction.
Claims (7)
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| Application Number | Priority Date | Filing Date | Title |
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| KR1019970010087A KR100243393B1 (en) | 1996-03-23 | 1997-03-24 | Reinforced structure of soft foundation for using cell frame-work and its construction method |
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| KR1019970010087A Division KR100243393B1 (en) | 1996-03-23 | 1997-03-24 | Reinforced structure of soft foundation for using cell frame-work and its construction method |
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| KR100243402B1 true KR100243402B1 (en) | 2000-03-15 |
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| KR1019990024482A KR100243401B1 (en) | 1997-03-24 | 1999-06-26 | A supporting structure for laying pipes under the ground |
| KR1019990024473A KR100243394B1 (en) | 1997-03-24 | 1999-06-26 | A solidity structure of soft foundation for using cell frame-work |
| KR1019990024481A KR100274850B1 (en) | 1997-03-24 | 1999-06-26 | A Construction method of pavement of road for using a cell structure |
| KR1019990024474A KR100243395B1 (en) | 1997-03-24 | 1999-06-26 | A Wastes Treatment District Structure for using a Cell Frame-work and It's Construction Method |
| KR1019990024478A KR100243399B1 (en) | 1997-03-24 | 1999-06-26 | An underground structure for using a cell frame-work |
| KR1019990024477A KR100243398B1 (en) | 1997-03-24 | 1999-06-26 | A lining structure of tunnel for using a cell frame-work |
| KR1019990024483A KR100243402B1 (en) | 1997-03-24 | 1999-06-26 | A bank structure |
| KR1019990024485A KR100243424B1 (en) | 1997-03-24 | 1999-06-26 | An oil-fence |
| KR1019990024479A KR100274849B1 (en) | 1997-03-24 | 1999-06-26 | A construction method of road bed subgrade for using a cell structure |
| KR1019990024475A KR100243396B1 (en) | 1997-03-24 | 1999-06-26 | A retaining wall structure for using cell frame-work and it's construction method |
| KR1019990024480A KR100243400B1 (en) | 1997-03-24 | 1999-06-26 | A frame-work for a pipe laying of a hypocaust |
| KR1019990024476A KR100243397B1 (en) | 1997-03-24 | 1999-06-26 | A Construction System of a Multi-Retaining Wall Structure for using Cell Frame-Work |
| KR1019990024484A KR100243423B1 (en) | 1997-03-24 | 1999-06-26 | A floating structure on the water |
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| KR1019990024482A KR100243401B1 (en) | 1997-03-24 | 1999-06-26 | A supporting structure for laying pipes under the ground |
| KR1019990024473A KR100243394B1 (en) | 1997-03-24 | 1999-06-26 | A solidity structure of soft foundation for using cell frame-work |
| KR1019990024481A KR100274850B1 (en) | 1997-03-24 | 1999-06-26 | A Construction method of pavement of road for using a cell structure |
| KR1019990024474A KR100243395B1 (en) | 1997-03-24 | 1999-06-26 | A Wastes Treatment District Structure for using a Cell Frame-work and It's Construction Method |
| KR1019990024478A KR100243399B1 (en) | 1997-03-24 | 1999-06-26 | An underground structure for using a cell frame-work |
| KR1019990024477A KR100243398B1 (en) | 1997-03-24 | 1999-06-26 | A lining structure of tunnel for using a cell frame-work |
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| Application Number | Title | Priority Date | Filing Date |
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| KR1019990024485A KR100243424B1 (en) | 1997-03-24 | 1999-06-26 | An oil-fence |
| KR1019990024479A KR100274849B1 (en) | 1997-03-24 | 1999-06-26 | A construction method of road bed subgrade for using a cell structure |
| KR1019990024475A KR100243396B1 (en) | 1997-03-24 | 1999-06-26 | A retaining wall structure for using cell frame-work and it's construction method |
| KR1019990024480A KR100243400B1 (en) | 1997-03-24 | 1999-06-26 | A frame-work for a pipe laying of a hypocaust |
| KR1019990024476A KR100243397B1 (en) | 1997-03-24 | 1999-06-26 | A Construction System of a Multi-Retaining Wall Structure for using Cell Frame-Work |
| KR1019990024484A KR100243423B1 (en) | 1997-03-24 | 1999-06-26 | A floating structure on the water |
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-
1999
- 1999-06-26 KR KR1019990024482A patent/KR100243401B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024473A patent/KR100243394B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024481A patent/KR100274850B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024474A patent/KR100243395B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024478A patent/KR100243399B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024477A patent/KR100243398B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024483A patent/KR100243402B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024485A patent/KR100243424B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024479A patent/KR100274849B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024475A patent/KR100243396B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024480A patent/KR100243400B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024476A patent/KR100243397B1/en not_active IP Right Cessation
- 1999-06-26 KR KR1019990024484A patent/KR100243423B1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| KR100243395B1 (en) | 2000-03-15 |
| KR100243401B1 (en) | 2000-03-15 |
| KR100243396B1 (en) | 2000-03-15 |
| KR100243424B1 (en) | 2000-03-15 |
| KR100274850B1 (en) | 2000-12-15 |
| KR100243397B1 (en) | 2000-03-15 |
| KR100274849B1 (en) | 2000-12-15 |
| KR100243400B1 (en) | 2000-03-15 |
| KR100243423B1 (en) | 2000-03-15 |
| KR100243398B1 (en) | 2000-03-15 |
| KR100243399B1 (en) | 2000-03-15 |
| KR100243394B1 (en) | 2000-03-15 |
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| LAPS | Lapse due to unpaid annual fee |