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KR20130054562A - Gabion - Google Patents

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KR20130054562A
KR20130054562A KR1020110120010A KR20110120010A KR20130054562A KR 20130054562 A KR20130054562 A KR 20130054562A KR 1020110120010 A KR1020110120010 A KR 1020110120010A KR 20110120010 A KR20110120010 A KR 20110120010A KR 20130054562 A KR20130054562 A KR 20130054562A
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gabion
construction
reinforcement
support tube
support
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KR101329206B1 (en
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이대영
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주식회사 석강
이대영
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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
    • E02B3/129—Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

본 발명은 개비온에 관한 것으로, 용접망패널(22)을 연결하여 육면체의 개비온본체(12)를 구성하되, 개비온본체(12) 저부로부터는 소정면적의 지지판(30) 상에 지지관체(16)가 돌출형성되는 보강체(14)를 결합하고 또 개비온본체(12) 내부로 돌출된 지지관체(16)에는 보강철선(24)(26)을 결합하여 각각의 보강철선(24)(26)이 갖는 좌우걸림부(38)를 통하여 사방용접망패널(22)을 연결지지토록 한 상태에서 채움재(28)를 채운후 보강체(14)의 지지관체(16) 단부에 연결고리(18)를 나사결합하여 크레인 등으로 운반하여 시공해 주도록 하고 또 시공시에는 연결고리(18)를 분리한뒤 걸림핀(20)을 나사결합하여 상하 개비온(10)간 걸림이 이루어지도록 함으로서, 시공이 보다 용이하고 견고하게 이루어질 수 있도록 하면서 깊은 물속의 수중구조물 보강 내지는 시공용으로도 이용할 수 있도록 한 것이다.The present invention relates to a gabion, connecting the welding network panel 22 to form a hexahedral Gabion body 12, from the bottom of the Gabion body 12, the support tube 16 on the support plate 30 of a predetermined area Combining the reinforcing body 14 is formed to protrude and the support tube 16 protruding into the Gabion body 12, the reinforcing wires 24, 26 are coupled to each of the reinforcing wires 24, 26 After filling the filler material 28 in a state that the four sides of the welding network panel 22 through the left and right engaging portion 38 to have the connection ring 18 is screwed to the end of the support tube 16 of the reinforcement 14 Combined and transported by a crane, etc. to be installed, and in the case of construction by separating the connecting ring 18 and screwing the locking pin 20 to the upper and lower gaebion (10) to be caught, the construction is easier It can also be used for reinforcement or construction of underwater structures in deep water It is to be done.

Description

개비온{GABION}Gabion {GABION}

본 발명은 개비온에 관한 것으로서, 상세하게는 채움재의 채움상태에서 시공이 이루어질 수 있도록 한 것이다.The present invention relates to a gabion, and in particular, to be made in the filling state of the filling material.

일반적으로 도로의 절개지 보호나 제방의 침식방지 및 축벽의 축조 등으로 널리 이용되고 있는 개비온은 거의 대부분 단순히 꼬임망 패널을 육면체로 연결하여서 된 것으로서, 이러한 구조의 개비온의 경우 구조적인 특성상 무게가 무거운 채움재(자연석이나 깬돌 등)를 채운 상태에서는 외형의 변형없이 운반하여 시공해 주기란 불가능하므로 시공장소의 주어진 위치에 상부꼬임망패널의 개방상태로 위치시켜서 그 내부에 자연석이나 깬돌 등 채움재를 채운 다음 상부꼬임망패널을 덮어서 고정해 주도록 하고 있다.In general, Gabion, which is widely used for protecting incisions on roads, preventing erosion of embankments, and building shaft walls, is almost simply by connecting twisted net panels with a cube, and in the case of Gabion with such a structure, it is a heavy filling material due to its structural characteristics. In the state of filling (natural stone or crushed stone), it is impossible to transport and construct without deformation of the appearance. Therefore, place the upper twisted net panel in the open position of the factory and fill the inside with the filling material such as natural stone or crushed stone. The twisted net panel is covered and fixed.

따라서 개비온이 다단으로 높게 시공될수록 작업자가 높은 위치에서 개비온 내에 채움재를 채워 주기란 여간 힘들고 위험한 일이 아닐 수 없을 뿐 아니라 작업상의 어려움으로 시공기간이 늘어나게 되고, 특히 강이나 바다 등 깊은 물속의 교각이나 풍력발전기 등의 침식방지용이나 또는 방파제 등 각종 수중구조물 시공용으로서는 전혀 이용될 수가 없기 때문에 이러한 물속 깊은 곳의 각종 구조물 시공시에는 이제껏 콘크리트를 이용함으로서 시공상 많은 어려움이 따르게 되고 또 시공기간이 늘어나게 됨은 물론 이러한 이유로 인하여 시공비용이 과다소요되는 등의 많은 문제점들이 있는 것이다.Therefore, as the gabion is constructed in multiple stages, it is not only difficult and dangerous for the worker to fill the filling material in the gabion at a high position, but also the construction period increases due to the difficulty of working, especially in the deep water piers, such as rivers and seas. Since it cannot be used at all to prevent erosion of wind power generators or to construct various underwater structures such as breakwaters, the construction of various structures deep in the water has caused many difficulties in construction and extended construction time. For this reason, there are many problems such as excessive construction cost.

본 발명의 목적은 시공작업이 보다 안전한 상태에서 신속하게 이루어질 수가 있고, 특히 깊은 물속 구조물의 침식방지용이나 또는 각종 수중 구조물 시공용으로도 이용할 수가 있는 개비온을 제공하는데 있다.An object of the present invention is to provide a gabion that can be made quickly in a safer construction work, in particular can be used for preventing the erosion of deep underwater structures or for the construction of various underwater structures.

상기한 목적달성을 위한 본 발명 개비온은 용접망 패널로 이루어진 개비온 본체의 저부로부터 보강체를 결합하되 개비온 본체를 관통하는 보강체의 지지관체에 보강철선을 결합하여 보강철선이 사방패널을 연결지지토록 한 상태에서 채움재를 채워주도록 한 다음 지지관체 단부에 나사결합되는 연결고리를 이용하여 시공장소로 운반하여 시공해 주도록 하고 또 시공후에는 지지관체 단부에 연결고리를 대신하여 나사결합되는 걸림핀에 의해 상하개비온간 걸림이 이루어지도록 구성함을 특징으로 한다.Gabion of the present invention for achieving the above object is to combine the reinforcement from the bottom of the Gabion body consisting of a welding network panel, but to combine the reinforcing wire to the support pipe of the reinforcement penetrating the Gabion body so that the reinforcing wire is connected to the four sides panel After filling the filling material in one state, it should be transported to the factory by using the connecting screw screwed to the end of the support pipe, and after the construction, it is made by the locking pin screwed in place of the connecting ring to the end of the support pipe. Characterized in that the configuration is made between the upper and lower dog rain.

본 발명은 용접망 패널(22)로 연결구성된 개비온 본체(12)가 보강체(14) 및 보강철선(24)(26)에 의해 보강되게 한 상태에서 그 내부에 채움재(28)를 채운 뒤 지지체(14)의 지지관체(16) 단부에 나사결합되는 연결고리(18)를 통하여 크레인 등으로 운반하여 시공해 주도록 함으로서 채움재(28)의 채움상태에서 개비온본체(12)의 변형없이 운반하여 원하는 장소에 시공해 줄 수가 있게 되므로 도로의 절개지 보호나 제방의 침식방지 및 축벽의 축조시 작업자의 안전을 보장해 주면서 단기간에 시공해 줄 수가 있고 또 상하개비온(10)간 걸림핀(20)에 의한 걸림으로 보다 견고하게 시공해 줄 수가 있으며, 특히 강이나 바다 등 깊은 물속의 교각이나 풍력발전기 등의 침식방지용이나 또는 방파제 등과 같은 각종 수중 구조물의 시공시에도 이용할 수가 있어 수중 구조물의 보강 및 시공시 시공기간 및 시공비용을 현저히 줄여줄 수가 있게 되는 등의 효과가 있는 것이다.The present invention fills the filling material 28 therein while the Gabion body 12 connected by the welding network panel 22 is reinforced by the reinforcing body 14 and the reinforcing wires 24 and 26. The transport pipe 16 is screwed to the end of the support pipe 16 so as to be transported by a crane or the like to be installed so that it can be transported without deformation of the Gabion body 12 in the filling state of the filling material 28 and the desired place. Since it can be installed in the construction, it can be installed in a short period of time while ensuring the safety of the worker when protecting the incision of the road or preventing the erosion of the embankment and the construction of the shaft wall, and also by the catch pin 20 between the upper and lower openings 10 It can be used more firmly. Especially, it can be used for the construction of various underwater structures such as pier in deep water such as river or sea, erosion prevention of wind power generator, or breakwater. When steel and construction is such that the effect of being able not significantly reduce the construction period and construction cost.

도 1 : 본 발명의 사시도
도 2 : 본 발명의 정면구성도
도 3 : 본 발명의 채움재 채움전을 나타낸 사시도
도 4 : 본 발명의 분해사시도
도 5 : 본 발명에 이용되는 보강철선의 사시도
도 6 : 본 발명의 운반시를 나타낸 정면구성도
도 7 : 본 발명의 다단시공시를 나타낸 정면구성도1: perspective view of the present invention
Figure 2: Front view of the present invention
3 is a perspective view showing the filling material filling before the present invention
4 is an exploded perspective view of the present invention
5 is a perspective view of the reinforcing wire used in the present invention
6 is a front configuration diagram showing the transport of the present invention
7 is a front configuration diagram showing the multi-stage construction of the present invention

이하 본 발명의 바람직한 실시예를 첨부한 도면에 의거 상세히 설명하기로 하며, 다만 도면들 중 동일한 구성요소들은 가능한 동일부호로 기재하고, 관련된 공지기술이나 기능에 대한 구체적인 설명은 본 발명의 요지가 모호해지지 않도록 하기 위하여 생략하기로 한다.DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings, wherein like reference numerals are used to designate like elements in the drawings, It will be omitted for the sake of clarity.

도 1은 본 발명의 사시도이고, 도 4는 본 발명의 분해사시도로서, 본 발명 개비온(10)은 육면체를 이루는 개비온본체(12)와, 개비온본체(12)의 저부로부터 결합되는 보강체(14)와, 보강체(14)의 지지관체(16) 상단부에 나사결합되는 연결고리(18)와, 이 역시 지지대(13)의 지지관체(16) 상단부에 연결고리(18)를 대신하여 나사결합되는 걸림핀(20) 및 각각 지지체(14)의 사방용접망패널(22)을 연결지지하는 보강철선(24)(26)으로 구성된다.1 is a perspective view of the present invention, Figure 4 is an exploded perspective view of the present invention, the Gabion body 10 of the present invention is a hexahedron gabion body 12 and the reinforcement body 14 is coupled from the bottom of the Gabion body 12 ), The connecting ring 18 is screwed to the upper end of the support tube 16 of the reinforcing body 14, and this is also screwed in place of the connecting ring 18 to the upper end of the support tube 16 of the support 13 It is composed of reinforcing wires 24 and 26 supporting the engaging pins 20 and the four-side welding network panels 22 of the support 14, respectively.

본 발명에 이용되는 육면체의 개비온본체(12)는 각 용접망패널(22)은 가로철선과 세로철선을 격자형으로 용접하여서 된 것으로서, 서로간에 용접이나 또는 연결철선 등으로 연결되게 하여 육면체를 이루도록 하며, 상부용접망패널(22)은 깬돌이나 잡석 등 채움재(28)의 채움후 사방용접망패널(22)과 연결고정해 주도록 구성된다.The Gabion body 12 of the hexahedron used in the present invention is that each welding network panel 22 is made by welding a horizontal wire and a vertical wire in a lattice shape, so as to be connected to each other by welding or a connecting wire to form a hexahedron. And, the upper welding network panel 22 is configured to fix the connection with the four sides welding network panel 22 after the filling of the filling material 28, such as crushed stone or rubble.

또한 보강체(14)는 소정두께의 금속판재로 이루어져 개비온본체(12)의 하부용접망패널(22)에 용접이나 또는 연결철선 등으로 연결고정되는 지지판(14)의 상면중앙부에 상하용접망패널(22)이 갖는 망눈을 관통하는 지지관체(16)를 상하로 연통되게 용접구성하되, 지지관체(16)의 상단부에는 나선부(32)가 형성되게 하여 나선부(32)에 연결고리(18)나 또는 걸림핀(20)을 선택적으로 나사결합해 주도록 구성된다.In addition, the reinforcement body 14 is made of a metal plate material of a predetermined thickness, the upper and lower welding network panel on the upper surface central portion of the support plate 14 fixed to the lower welding network panel 22 of the Gabion body 12 by welding or connected to the connecting wire, etc. The support pipe 16 penetrating through the mesh eyes (22) has a welded configuration up and down, the upper end of the support pipe 16, so that the spiral portion 32 is formed so that the connecting ring (18) to the spiral portion (32) ) Or is configured to selectively screw the locking pin (20).

그리고 보강체(14)의 지지관체(16)에 끼워져 개비온본체(12)의 사방용접망패널(22)을 연결지지하는 보강철선(24)(26)은 도 5에서와 같이 각각 코일부(34)로부터 양측으로 길게 연장형성되는 직선부(36) 단부에 직선부(36)로부터 절곡된 걸림부(38)를 갖도록 구성된다.And the reinforcing wires 24 and 26 inserted into the support pipe 16 of the reinforcing body 14 to support the four sides welding network panel 22 of the Gabion body 12, respectively, as shown in FIG. It is configured to have a locking portion 38 bent from the straight portion 36 at the end of the straight portion 36 extending in both sides from the ().

본 발명은 용접망패널(22)을 연결하여 육면체의 개비온본체(12)를 구성하고 또 개비온본체(12) 저부로부터 보강체(14)를 결합하여 보강체(14)의 지지관체(16)가 하부용접망패널(22)의 망눈을 관통하여 개비온본체(12)의 내측상부로 돌출되게 하며, 보강철선(24)(26)의 코일부(34)는 개비온본체(12)의 내측상부로 돌출된 지지관체(16)에 결합되게 하여 각각 양단부에 갖는 걸림부(38)가 각기 측면용접망패널(22)의 중앙부와 걸림이 이루어져 사방용접망패널(22)을 연결지지토록 한 뒤 개비온본체(12)의 상부용접망패널(22)을 개방하여 그 내부에 잡석이나 깬돌등 채움재(28)를 채워넣고 상부용접망패널(22)을 덮어서 사방용접망패널(22)과 연결고정해 주게 되면 채움재(28)가 채워진 개비온(10)을 얻게 된다.According to the present invention, the welding network panel 22 is connected to form a hexahedral Gabion body 12, and the reinforcing body 14 is coupled from the bottom of the Gabion body 12 to support the tubular body 16 of the reinforcing body 14. It penetrates through the meshes of the lower welding network panel 22 and protrudes into the upper portion of the Gabion body 12, and the coil part 34 of the reinforcing wires 24 and 26 protrudes into the upper portion of the Gabion body 12. It is coupled to the support pipe body 16, and each of the engaging portions 38 having both ends are engaged with the central portion of the side welding network panel 22 to connect the four sides of the welding network panel 22 to the Gabion body ( Open the upper welding network panel 22 of 12) to fill the filler (28) such as rubble or crushed stone in the inside and cover the upper welding network panel 22 to secure the connection with the four sides welding network panel 22 You will get Gabion (10) filled with (28).

또한 개비온본체(12) 내에 채움재(28)를 채운뒤 상부용접망패널(22)을 덮어서 고정해 주게 되면 보강체(14)가 갖는 지지관체(16)의 상단부는 상부용접망패널(22)의 망눈을 관통하여 상부로 노출되므로 지지관체(16)의 상단에 갖는 나선부(32)에 연결고리(18)를 나사결합한뒤 연결고리(18)에 크레인이나 호이스트 등이 갖는 연결구(40)를 연결하여 운반해 주도록 하게 된다.In addition, when the filling material 28 is filled in the Gabion body 12 and the upper welding network panel 22 is covered and fixed, the upper end portion of the support pipe 16 of the reinforcement body 14 has the upper welding network panel 22. Since the upper part of the support pipe 16 is exposed to the upper part, the coupling ring 18 is screwed to the spiral portion 32 provided on the upper end of the support pipe 16, and then the coupling 40 having the crane or hoist is connected to the connecting ring 18. To be transported.

이때 채움재(28)가 채워진 개비온본체(12)는 각 패널(22)이 용접망으로 이루어지고 또 하부용접망패널(22)은 보강체(14)가 갖는 지지판(30)이 받쳐주게 됨은 물론 사방용접망패널(22)은 보강체(14)의 지지관체(16)에 끼워 설치되는 보강철선(24)(26)이 지지해 주게 되므로 채움재(28)의 채움상태에서 보강체(14)의 지지관체(16)에 나사결합된 연결고리(18)를 이용한 운반시 개비온본체(12)의 변형이나 배부름을 방지해 줄 수가 있게 된다.At this time, the Gabion body 12 is filled with the filling material 28, each panel 22 is made of a welding network and the lower welding network panel 22 is supported by the support plate 30 of the reinforcement body 14 of course The welded mesh panel 22 is supported by the reinforcing wires 24 and 26 installed in the support pipe 16 of the reinforcing body 14, so that the reinforcing body 14 is supported in the filling state of the filling material 28. It is possible to prevent deformation or full load of the Gabion body 12 during transportation using the connecting ring 18 screwed to the tubular body 16.

따라서 본 발명은 개비온본체(12) 내에 채움재(28)를 채운 상태로 변형없이 운반하여 다단으로 시공해 줄 수가 있게 되므로 개비온을 이용한 도로의 절개지 보호나 제방의 침식방지 및 축벽의 축조시 작업자의 안전을 지켜주면서 시공이 보다 신속하고 용이하게 이루어질 수가 있게 되고 또 이러한 육지나 얕은 물에서는 물론 깊은 강이나 바다의 교각이나 풍력발전기 등의 침식방지용 및 방파제 등과 같은 각종 수중구조물 시공용으로도 이용될 수가 있게 된다.Therefore, the present invention can be carried out without deformation in a state filled with the filling material 28 in the Gabion body 12 can be installed in a multi-stage construction to protect the incision of the road using Gabion or to prevent erosion of the embankment and construction of the shaft wall The construction can be made more quickly and easily, and it can be used not only for land or shallow water, but also for the construction of various underwater structures such as erosion prevention and breakwater of deep river or sea pier, wind power generator, etc. do.

더 나아가 개비온(10)의 다단시공을 요할시에는 운반을 위하여 보강체(14)의 지지관체(16)단부에 나사결합되어 있던 연결고리(18)를 분리한뒤 걸림핀(20)을 나사결합해 주게 되면 하부 개비온(10)이 갖는 걸림핀(20)이 상부 개비온(10)이 갖는지지관체(16)의 하부에 결합되어 상하개비온(10)간 견고한 결합력을 유지하게 되므로 보다 튼튼하게 시공해 줄 수가 있게 되는 것이다.Furthermore, when multi-stage construction of Gabion 10 is required, the coupling ring 18 that is screwed to the end of the support tube 16 of the reinforcement body 14 is removed for transportation, and then the locking pin 20 is screwed together. If you do so, the locking pin 20 of the lower gabion 10 is coupled to the lower portion of the support tube 16 of the upper gabion 10 to maintain a firm coupling force between the upper and lower gabion 10, so construction more robust I can give it.

(10)--개비온 (12)--개비온본체
(14)--보강체 (16)--지지관체
(18)--연결고리 (20)--걸림핀
(22)--용접망패널 (24)(26)--보강철선
(28)--채움재 (30)--지지판
(32)--나선부 (34)--코일부
(36)--직선부 (38)--걸림부
(40)--연결구(10)-Gabion (12)-Gabion
(14)-Reinforcement (16)-Support Body
(18)-hook (20)-locking pin
(22)-welding network panel (24) (26)-reinforcement wire
(28)-filler (30)-support plate
(32)-Helix (34)-Coil
(36)-straight line (38)-hanging
(40)-Connector

Claims (3)

용접망 패널(22)을 연결하여 육면체를 이루도록 한 개비온본체(12)와;
지지판(30) 상에 지지관체(16)가 돌출형성되게 하여 개비온본체(12)의 저부로부터 지지관체(16)가 상하용접망패널(22)을 관통하도록 하는 보강체(14) 및;
각각 코일부(34)를 통하여 보강체(14)의 지지관체(16)에 끼워져 좌우직선부(36) 단부에 갖는 걸림부(38)가 개비온본체(12)의 측면 용접망패널(22)을 연결지지하는 보강철선(24)(26)으로 구성함을 특징으로 하는 개비온.Gabion body 12 to form a hexahedron by connecting the welding network panel 22;
A reinforcing member 14 which allows the support tube 16 to protrude on the support plate 30 so that the support tube 16 penetrates the upper and lower welding network panels 22 from the bottom of the Gabion body 12;
Each of the engaging portions 38 fitted to the support pipe 16 of the reinforcement 14 through the coil part 34 and positioned at the ends of the left and right linear parts 36 respectively opens the side weld network panel 22 of the gabion body 12. Gabion, characterized in that composed of reinforcing steel wires 24, 26 to support the connection. 제1항에 있어서, 상기 보강체(14)의 지지관체(16) 상단부에 연결고리(18)를 나사결합해 주도록 구성함을 특징으로 하는 개비온.2. Gabion according to claim 1, characterized in that it is configured to screw the connecting ring (18) to the upper end of the support tube (16) of the reinforcement (14). 제1항에 있어서, 상기 보강체(14)의 지지관체(16) 상단부에 걸림핀(20)을 나사결합해 주도록 구성함을 특징으로 하는 개비온.The gabion according to claim 1, characterized in that the locking pin (20) is screwed to the upper end of the support tube (16) of the reinforcement (14).
KR1020110120010A 2011-11-17 2011-11-17 Gabion Active KR101329206B1 (en)

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KR101411719B1 (en) * 2014-04-08 2014-06-25 유한회사 박상술 A assist device for refloating of concreat structure in the sea
WO2020048573A1 (en) * 2018-09-06 2020-03-12 Vestas Wind Systems A/S Wind turbine foundation
CN112609522A (en) * 2020-12-23 2021-04-06 四川省交通勘察设计研究院有限公司 Quick embankment
WO2024045245A1 (en) * 2022-08-29 2024-03-07 中国科学院、水利部成都山地灾害与环境研究所 Method for designing clay core wall dam with flow regulation in case of overtopping failure, and clay core wall dam

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KR100720746B1 (en) * 2005-10-13 2007-05-22 이영상 Gabion, its manufacturing apparatus and construction method
JP4947779B2 (en) 2007-01-17 2012-06-06 広利 増田 Laying concrete products
KR100919252B1 (en) 2009-06-17 2009-09-30 허원석 Method for constructing a riverbank reinforcement structure and a riverbank reinforcement structure constructed thereby
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CN103526722A (en) * 2013-10-16 2014-01-22 中国科学院、水利部成都山地灾害与环境研究所 Debris flow gabion prevention and control structural body and design method thereof
CN103526722B (en) * 2013-10-16 2015-09-09 中国科学院、水利部成都山地灾害与环境研究所 Debris flow gabion prevention structure and design method thereof
KR101411719B1 (en) * 2014-04-08 2014-06-25 유한회사 박상술 A assist device for refloating of concreat structure in the sea
WO2020048573A1 (en) * 2018-09-06 2020-03-12 Vestas Wind Systems A/S Wind turbine foundation
CN112609522A (en) * 2020-12-23 2021-04-06 四川省交通勘察设计研究院有限公司 Quick embankment
WO2024045245A1 (en) * 2022-08-29 2024-03-07 中国科学院、水利部成都山地灾害与环境研究所 Method for designing clay core wall dam with flow regulation in case of overtopping failure, and clay core wall dam

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