KR100684346B1 - Base sand dropping machine for protecting underwater building - Google Patents

Base sand dropping machine for protecting underwater building Download PDF

Info

Publication number
KR100684346B1
KR100684346B1 KR1020060068796A KR20060068796A KR100684346B1 KR 100684346 B1 KR100684346 B1 KR 100684346B1 KR 1020060068796 A KR1020060068796 A KR 1020060068796A KR 20060068796 A KR20060068796 A KR 20060068796A KR 100684346 B1 KR100684346 B1 KR 100684346B1
Authority
KR
South Korea
Prior art keywords
underwater structure
dropping
barge
drop
stone
Prior art date
Application number
KR1020060068796A
Other languages
Korean (ko)
Inventor
권재종
Original Assignee
주식회사 한국종합기술
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 한국종합기술 filed Critical 주식회사 한국종합기술
Priority to KR1020060068796A priority Critical patent/KR100684346B1/en
Application granted granted Critical
Publication of KR100684346B1 publication Critical patent/KR100684346B1/en

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/28Barges or lighters
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B27/00Arrangement of ship-based loading or unloading equipment for cargo or passengers
    • B63B27/08Arrangement of ship-based loading or unloading equipment for cargo or passengers of winches
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00Hulls characterised by their structure or component parts
    • B63B3/14Hull parts
    • 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
    • E02B3/08Structures of loose stones with or without piles
    • 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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00Hulls characterised by their structure or component parts
    • B63B3/14Hull parts
    • B63B2003/147Moon-pools, e.g. for offshore drilling vessels

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Transportation (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

A base sand dropping machine for protecting an underwater building is provided to drop the base sand only on the underwater building, and reduce manufacturing cost of the exclusive dropping machine. A base sand dropping machine for protecting an underwater building(1) includes a barge ship(10), a dropping unit(20), a protection mat(30), and a drop guide pipe(40). The barge ship is floated on the sea, contains base sands, and has a drop port. The dropping unit includes a plurality of actuators(21), and at least one drop plate(22). The plurality of actuators are mounted on the barge ship. The at least one drop plate reciprocates by the actuator to push the base sand contained in the barge ship to drop the base sand into the drop port. The protection mat covers the underwater building. The drop guide pipe includes a plurality of pipes(41,42,43), a wire, and a motor. The plurality of pipes is telescopically connected to each other. The wire is connected to a lowermost pipe. The motor winds a winding drum(31).

Description

수중 구조물 보호용 누름사석 투하기{BASE SAND DROPPING MACHINE FOR PROTECTING UNDERWATER BUILDING}PRESS SAND DROPPING MACHINE FOR PROTECTING UNDERWATER BUILDING}

도 1은 종래 기술에 의한 수중 구조물 보호용 누름사석 투하기의 구성도.1 is a block diagram of a pressurized stone for protecting the underwater structure according to the prior art.

도 2는 본 발명에 따른 수중 구조물 보호용 누름사석 투하기의 사시도.Figure 2 is a perspective view of a push stone to protect the underwater structure according to the invention.

도 3은 본 발명에 의한 수중 구조물 보호용 누름사석 투하기의 사용 상태도.Figure 3 is a state diagram of the use of pressed stones to protect the underwater structure according to the present invention.

<도면의 주요부분에 대한 부호의 설명><Description of Symbols for Main Parts of Drawings>

1 : 수중 구조물, 10 : 바지선1: underwater structure, 10: barge

11 : 투하구, 20 : 투하수단11: dropping hole, 20: dropping means

21 : 액추에이터, 22 : 투하판21: actuator, 22: dropping plate

30 : 보호매트, 31 : 권취드럼30: protection mat, 31: winding drum

40 : 투하안내관, 41,42,43 : 관40: dropping guide, 41,42,43: tube

44 : 승강기, 44: lift,

본 발명은 수중 구조물 보호용 누름사석 투하기에 관한 것으로서, 더욱 상세 하게는 수중 구조물의 보호를 위하여 수중 구조물 위에 사석을 투하할 때 사석에 의한 수중 구조물의 파손을 방지할 수 있도록 한 수중 구조물 보호용 누름사석 투하기에 관한 것이다.The present invention relates to a pressurized stone drop for protecting an underwater structure, and more particularly, a pressurized stone for protecting an underwater structure to prevent breakage of an underwater structure caused by a dead stone when a dead stone is dropped on an underwater structure to protect the underwater structure. It is about the release.

도 1에서 보이는 것처럼, 수중(하천, 바다)에 수중 구조물(1)(고압 전기 케이블 등)을 설치하는 경우, 바지선(2)에 누름 사석(S)을 적재하고, 바지선(2)에 포크레인 등의 중장비(3)를 탑재하여, 중장비(3)에 의해 수상에서 사석(S)을 수중으로 투하한다.As shown in Fig. 1, in the case of installing the underwater structure 1 (high voltage electric cable, etc.) in the water (river, sea), the pressed dead stone (S) is loaded on the barge (2), the fork-lane and so on The heavy equipment 3 is mounted, and the dead stone S is dropped in the water by the heavy equipment 3.

그러나, 종래 기술에 의한 누름사석 투하방법은 다음과 같은 문제점이 있다.However, the push-seat dropping method according to the prior art has the following problems.

사석(S)의 투하가 수상에서 이루어지기 때문에 물에 의한 저항이 있긴 하지만, 수중 구조물(1)에는 사석(S)의 충돌에 의한 파손이 발생되는 문제점이 있다.Since the dropping of the sandstone (S) is made in the water phase, there is a resistance by water, but the underwater structure (1) has a problem that the damage caused by the collision of the sandstone (S) occurs.

그리고, 사석(S)의 투하가 사석(S)의 자중에만 의해서 이루어지기 때문에 일부 사석(S)이 수중 구조물(1) 위에 투하되지 못하여 결국 사석(S)의 사용량이 많아지는 문제점도 있다.In addition, since the dropping of the dead stone (S) is made only by the dead weight of the dead stone (S), some of the dead stones (S) cannot be dropped on the underwater structure (1), and thus there is a problem in that the amount of use of the dead stone (S) increases.

또한, 별도의 중장비(3)의 사용에 따른 장비 사용료, 인건비 등이 발생되는 문제점도 있다.In addition, there is a problem in that the use fee, labor costs, etc. caused by the use of a separate heavy equipment (3).

본 발명은 상기한 종래 문제점을 해결하기 위한 것으로서, 수중 구조물의 보호를 위하여 수중 구조물 위에 사석을 투하할 때 사석에 의한 수중 구조물의 파손을 방지할 수 있는 수중 구조물 보호용 누름사석 투하기를 제공하려는데 그 목적이 있다.The present invention is to solve the above-mentioned conventional problems, to provide a push-down stone for protecting the underwater structure that can prevent the damage of the underwater structure caused by the dead stone when it is dropped on the underwater structure to protect the underwater structure. There is a purpose.

그리고, 본 발명의 다른 목적은 사석을 수중 구조물 위에만 투하할 수 있도록 하려는데 있다.And, another object of the present invention is to be able to drop the sandstone only on the underwater structure.

본 발명의 또 다른 목적은 사석의 투하를 위한 장비를 전용화하여 비용을 절감하려는데 있다.Another object of the present invention is to reduce the cost by dedicating equipment for the dropping of the sandstone.

상기 목적을 달성하기 위하여 제공되는 본 발명에 따른 수중 구조물 보호용 누름사석 투하기는, 해상에 부유하며 사석이 적재됨과 아울러 투하구가 구비된 바지선과; 상기 바지선 상에 장착되는 다수의 액추에이터, 상기 액추에이터에 의해 전후진하면서 상기 바지선에 적재된 사석을 상기 투하구로 밀어 투하하는 하나 이상의 투하판으로 이루어진 투하수단과; 상기 바지선에 장착되는 권취드럼에 감겨 수중 바닥에 매설된 수중 구조물 위에 깔리는 보호매트를 포함하여 구성된 것을 특징으로 한다.Pressed dead stone for protecting the underwater structure according to the present invention provided to achieve the above object, the barge is floating on the sea and the dead stone is loaded and provided with a discharge port; A dropping means comprising a plurality of actuators mounted on the barge and at least one dropping plate for pushing and dropping the dead stone loaded on the barge into the dropping port while moving forward and backward by the actuator; And a protective mat wound on the winding drum mounted on the barge and laid on the underwater structure embedded in the bottom of the water.

본 발명의 특징 및 이점들은 첨부도면에 의거한 다음의 상세한 설명으로 더욱 명백해질 것이다. 이에 앞서, 본 명세서 및 청구범위에 사용된 용어나 단어는 발명자가 그 자신의 발명을 가장 최선의 방법으로 설명하기 위해 용어의 개념을 적절하게 정의할 수 있다는 원칙에 입각하여 본 발명의 기술적 사상에 부합하는 의미와 개념으로 해석되어야만 한다. The features and advantages of the present invention will become more apparent from the following detailed description based on the accompanying drawings. Prior to this, the terms or words used in the present specification and claims are defined in the technical spirit of the present invention on the basis of the principle that the inventor can appropriately define the concept of the term in order to explain his invention in the best way. It must be interpreted to mean meanings and concepts.

도 2와 도 3에서 보이는 것처럼, 본 발명에 의한 수중 구조물 보호용 누름사 석 투하기는, 수상에 부유하며 사석(S)이 저장되며 투하구(11)가 구비된 바지선(10)과, 바지선(10)에 장착되어 사석(S)을 투하구(11)로 밀어 투하하는 투하수단(20)과, 바지선(10)에 장착되며 수중 구조물(1)을 덮는 보호매트(30)로 구성된다.As shown in Figures 2 and 3, the pressurized stone to protect the underwater structure according to the present invention, floating in the water and stored in the sandstone (S) and the barge (10) provided with the outlet 11, barge ( It is composed of a dropping means 20 mounted on the 10) and pushed the dead stone (S) to the discharge port 11, and a protective mat 30 mounted on the barge 10 and covering the underwater structure (1).

바지선(10)은 수상을 부유하며 예인선에 의해 운행하거나 자체 동력에 의해 운행할 수 있으며, 투하구(11)는 바람직하게 바지선(10)의 중앙에 형성된다.The barge 10 floats on the water and can be driven by a tug or by its own power, and the outlet 11 is preferably formed in the center of the barge 10.

투하수단(20)은 액추에이터(21) 및 액추에이터(21)에 의해 전후진하여 사석(S)을 투하구(11)측으로 밀어 투하하는 만곡된 투하판(22)으로 구성되어, 투하구(11)의 양측 2개소에 장착될 수 있다. 투하판(22)은 1개 이상의 액추에이터(21)가 연결된다. 액추에이터(21)는 유압실린더 등이 가능하며, 리모트 콘트롤러를 통한 원격 조정이 가능할 수 있다.The dropping means 20 is composed of a curved dropping plate 22 which pushes back and forth by the actuator 21 and the actuator 21 to push the dead stone S toward the dropping hole 11 side, and the dropping hole 11 It can be mounted in two places on both sides of. The dropping plate 22 is connected to one or more actuators 21. The actuator 21 may be a hydraulic cylinder or the like, and may be remotely controlled through a remote controller.

보호매트(30)는 권취드럼(31)에 감겨 바지선(10)의 운행시 그 위에 깔리는 사석(S)에 의해 풀리면서 수중 구조물(1) 위에 깔리는 것이다. 다시 말하면, 보호매트(30)의 일단부를 수중 구조물(1) 위에 사석(S) 등으로 고정한 후 바지선(10)을 운행하면서 사석(S)을 투하하면 사석(S)이 보호매트(30)에 깔려 고정되기 때문에 보호매트(30)가 풀리게 되는 것이다.The protective mat 30 is wound on the winding drum 31 and laid on the underwater structure 1 while being released by the dead stone S laid upon the barge 10. In other words, if one end of the protection mat 30 is fixed to the sand structure (S) on the underwater structure (1), and then dropping the sand stone (S) while driving the barge 10, the sand stone (S) to the protection mat (30). Since the mat is fixed to the protective mat 30 is to be released.

즉, 본 발명에 의하면, 사석(S)이 수중 구조물(1) 위에 직접 깔리지 않고 보호매트(30)에 깔리기 때문에 수중 구조물(1)의 세굴 등을 막을 수 있으면서 수중 구조물(1)의 파손을 방지할 수 있는 것이다.That is, according to the present invention, since the dead stone (S) is not directly laid on the underwater structure (1) but on the protective mat (30), it is possible to prevent the scour of the underwater structure (1) and the like while preventing the damage of the underwater structure (1). You can do it.

한편, 본 발명에 의한 수중 구조물 보호용 누름사석 투하기는, 사석(S)이 수 중 구조물(1) 위에 투하하기 위하여 투하안내관(40)이 더 포함될 수 있다.On the other hand, the pressurized stone release for protecting the underwater structure according to the present invention, the dropping guide (40) may be further included in order to drop the dead stone (S) on the underwater structure (1).

투하안내관(40)은 수심 변화에 상관없이 사석(S)을 수중 구조물(1) 위에 투하할 수 있도록 서로 다른 직경으로 이루어져 신축 가능하게 연결되는 다수의 관(41,42,43)(도면에는 3개만 도시됨), 관(41,42,43)을 신축시키는 승강기(44)로 이루어진다. 관(41,42,43)은 서로 이탈되지 않도록 이음부에 각각 걸림턱(41a,42a)이 구비되고, 승강기(44)는 권취드럼(44a), 권취드럼(44a)에 감기며 일단이 최하단의 관(43)에 연결되는 와이어(44b) 및 권취드럼(44a)을 감는 모터(미도시)로 구성될 수 있다. 와이어(44b)는 사석(S)에 의해 끊어지지 않는 체인 등이 바람직함과 아울러 관(41,42,43)의 외부에 배치될 수도 있다.Drop guide tube 40 is a plurality of pipes (41, 42, 43) of different diameters made of different diameters so as to drop the dead stone (S) on the underwater structure (1) irrespective of the water depth change (in the drawing Only three are shown), and elevators 44 that expand and contract the pipes 41, 42, 43. The pipes 41, 42, and 43 are provided with locking jaws 41a and 42a at the joints so that the pipes 41, 42 and 43 are not separated from each other. The elevator 44 is wound around the winding drum 44a and the winding drum 44a. It may be composed of a motor (not shown) winding the wire 44b and the winding drum 44a connected to the pipe 43. The wire 44b is preferably a chain which is not broken by the dead stone (S), and may be disposed outside the pipes (41, 42, 43).

이와 같이 구성된 본 발명에 의한 수중 구조물 보호용 누름사석 투하기의 작용은 다음과 같다.The action of the pressurized stone to protect the underwater structure according to the present invention configured as described above is as follows.

사석(S)을 바지선(10)에 적재한 후, 수중 구조물(1)의 설치 장소로 이동한다.After loading the dead stone (S) on the barge 10, and moves to the installation place of the underwater structure (1).

수중 바닥에 홈 등을 파내어 상기 홈에 수중 구조물(1)을 넣은 후 다시 되메우기를 하여 수중 구조물(1)을 설치한 후, 수심에 맞춰 투하안내관(40)의 길이를 조절한다. 투하안내관(40)의 길이 조절 방법은 승강기(44)를 서서히 풀게 되면 최하단의 제3관(43)부터 하강하고, 제3관(43)의 하강이 완료되면 제2관(42)이 하강하여 전체적인 투하안내관(40)의 길이를 수심에 맞춰 조절할 수 있다.After digging out a groove on the bottom of the water and putting the underwater structure (1) in the groove and then backfilling to install the underwater structure (1), the length of the drop guide tube 40 is adjusted according to the depth. How to adjust the length of the drop guide pipe 40 is slowly descended from the third tube (43) of the lowermost when the elevator 44 is released, the second tube 42 is lowered when the lowering of the third tube (43) is completed. The length of the overall drop guide tube 40 can be adjusted to the depth.

투하안내관(40)의 길이 조절이 완료되면, 보호매트(30)의 일단을 수중 구조물(1)의 일측 기점에 사석(S) 등으로 고정한 후, 수중 구조물(1)의 길이방향을 따 라 바지선(10)을 이동하면 보호매트(30)가 권취드럼(31)에서 서서히 풀리면서 수중 구조물(1) 위에 깔리게 된다.When the length adjustment of the drop guide tube 40 is completed, one end of the protective mat 30 is fixed to one side of the underwater structure (1) by the sandstone (S), and then along the longitudinal direction of the underwater structure (1) When the barge 10 is moved, the protection mat 30 is laid on the underwater structure 1 while being slowly released from the winding drum 31.

보호매트(30)를 깔면서 투하수단(20)의 액추에이터(21)를 구동하면 투하판(22)이 전진하면서 사석(S)을 투하구(11)로 밀어 사석(S)이 투하구(11)를 통해 투하안내관(40) 내부에 투입되고, 사석(S)은 투하안내관(40)을 통해 보호매트(30) 위에 투하되어 보호매트(30)를 사이에 두고 수중 구조물(1)을 누름으로써 수중 구조물(1)의 세굴 등을 방지한다.When driving the actuator 21 of the dropping means 20 while laying the protective mat 30, the dropping plate 22 advances and pushes the dead stone S into the dropping hole 11 so that the dead stone S is discharged. Through the drop guide tube 40 through the inside, the dead stone (S) is dropped on the protective mat 30 through the drop guide tube 40, pressing the underwater structure (1) with the protective mat 30 in between. This prevents scour and the like of the underwater structure 1.

이상에서 설명한 바와 같이, 본 발명에 따른 수중 구조물 보호용 누름사석 투하기에 의하면, 수중 구조물이 세굴되지 않도록 눌러 지지하는 사석을 수중 구조물 위에 직접 투하하지 않고 보호매트를 통해 투하함으로써 사석의 충돌에 의한 수중 구조물의 파손을 막을 수 있다.As described above, according to the pressurized stone drop for protecting the underwater structure according to the present invention, by dropping through the protective mat instead of directly dropping the supporting stone so that the underwater structure is not scoured over the underwater structure through the impact of the dead stone It can prevent the damage of the structure.

그리고, 사석이 투하안내관을 통해 수중 구조물 위에만 투하되어 사석의 손실이 없어짐으로써 사석의 사용량을 줄일 수 있으므로 비용을 절감할 수 있다.In addition, since the dead stones are dropped only on the underwater structure through the drop guide, the loss of the dead stones can be reduced, thereby reducing the use of the dead stones, thereby reducing the cost.

또한, 사석의 투하를 위한 장비가 바지선에 전용으로 장착되어 불필요한 중장비를 탑재하지 않고 자동으로 사석을 투하할 수 있으므로 경비를 절감할 수 있는 등의 효과가 있다.In addition, since the equipment for dropping of the dead stone is mounted on the barge exclusively, it is possible to automatically drop the dead stone without mounting unnecessary heavy equipment, thereby reducing costs.

이상, 본 발명을 본 발명의 원리를 예시하기 위한 바람직한 실시예와 관련하여 설명하고 도시하였지만, 본 발명은 그와 같이 도시되고 설명된 그대로의 구성 및 작용으로 한정되는 것이 아니다. 오히려, 첨부된 청구범위의 사상 및 범주를 일탈함이 없이 본 발명에 대한 다수의 변경 및 수정이 가능함을 당업자들은 잘 이해할 수 있을 것이다. 따라서, 그러한 모든 적절한 변경 및 수정과 균등물들도 본 발명의 범위에 속하는 것으로 간주되어야 할 것이다.While the invention has been described and illustrated in connection with a preferred embodiment for illustrating the principles of the invention, the invention is not limited to the configuration and operation as such is shown and described. Rather, it will be apparent to those skilled in the art that many changes and modifications to the present invention are possible without departing from the spirit and scope of the appended claims. Accordingly, all such suitable changes and modifications and equivalents should be considered to be within the scope of the present invention.

Claims (2)

삭제delete 해상에 부유하며 사석이 적재됨과 아울러 투하구가 구비된 바지선과; A barge floating on the sea and loaded with sandstones and provided with an outlet; 상기 바지선 상에 장착되는 다수의 액추에이터, 상기 액추에이터에 의해 전후진하면서 상기 바지선에 적재된 사석을 상기 투하구로 밀어 투하하는 하나 이상의 만곡된 투하판으로 이루어진 투하수단과;A dropping means comprising a plurality of actuators mounted on the barge, one or more curved dropping plates for pushing and dropping the dead stone loaded on the barge while moving forward and backward by the actuator; 상기 바지선에 장착되는 권취드럼에 감겨 수중 바닥에 매설된 수중 구조물 위에 깔리는 보호매트와;A protective mat wound on a winding drum mounted on the barge and spreading on an underwater structure embedded in an underwater bottom; 서로 다른 직경으로 이루어지며 서로 연결되는 단부에 각각 걸림턱이 형성되어 신축 가능하게 연결되는 다수의 관, 권취드럼, 상기 권취드럼에 감기며 일단이 상기 관 중 최하단의 관에 연결되는 와이어, 상기 권취드럼을 감는 모터로 구성된 승강기로 구성된 투하안내관으로 구성된 수중 구조물 보호용 누름사석 투하기에 있어서,A plurality of pipes, winding drums, and winding wires, one end of which is connected to the lowermost tube of the pipes, the windings of which are formed of different diameters, and each of which has a locking jaw formed at the ends connected to each other to be elastically connected. In the pressurized stones for protecting the underwater structure composed of a drop guide tube composed of a lifter composed of a motor winding a drum, 상기 보호매트는 상기 투하안내관에서 투하하는 사석에 의해 풀리면서 해저에 매설된 수중 구조물 위에 깔려 상기 수중 구조물을 보호하는 것을 특징으로 하는 수중 구조물 보호용 누름사석 투하기.The protection mat is released by the dead stone dropped from the drop guide pipe laid on the underwater structure buried in the seabed to protect the underwater structure, characterized in that the push-off stone for protecting the underwater structure. ..
KR1020060068796A 2006-07-22 2006-07-22 Base sand dropping machine for protecting underwater building KR100684346B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020060068796A KR100684346B1 (en) 2006-07-22 2006-07-22 Base sand dropping machine for protecting underwater building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020060068796A KR100684346B1 (en) 2006-07-22 2006-07-22 Base sand dropping machine for protecting underwater building

Publications (1)

Publication Number Publication Date
KR100684346B1 true KR100684346B1 (en) 2007-02-26

Family

ID=38103975

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020060068796A KR100684346B1 (en) 2006-07-22 2006-07-22 Base sand dropping machine for protecting underwater building

Country Status (1)

Country Link
KR (1) KR100684346B1 (en)

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
1020060068796 - 765092 *
1020060068796 - 765093 *
1020060068796 - 765095 *

Similar Documents

Publication Publication Date Title
US5605419A (en) Underground duct banks
EP3268583B1 (en) Subsea grab system and marine vessel having such subsea grab system
US8141509B2 (en) Subsea salvage operation using lifting magnet
CA2161106A1 (en) Method and device for continuously laying and burying a flexible submarine cable
JP4545774B2 (en) Cutting and lifting of underground buried objects
CN100548102C (en) A kind of soil working method and equipment
KR100712372B1 (en) Base sand dropping machine for protecting underwater building
EP2225419A1 (en) Apparatus for driving down or pulling up elongated objects
KR100684346B1 (en) Base sand dropping machine for protecting underwater building
JPH1038144A (en) Underwater cable burying machine using single traction cable for traction and lifting
KR20150054035A (en) Jack up lig system
CN210942138U (en) Water surface photovoltaic power generation system and anchoring device thereof
JP2017197933A (en) Open shield method
US6926467B1 (en) Method and device for replacing equipment on the seabed
CN215441885U (en) Geothermal energy pile construction equipment
KR200316568Y1 (en) Device for installation of manhole housing
EA001885B1 (en) Process for seabed bore drilling using one riser
KR101066023B1 (en) Device for constructing pier in the water and pier constructing method using the same
KR101154623B1 (en) Device for constructing pier in the water and pier constructing method using the same
KR101763520B1 (en) Equipment to construct armour stone layer in way of module
CN219137639U (en) Underground diaphragm wall structure
JP2009002056A (en) Existing pile removing method and apparatus for use therein
KR100746854B1 (en) Moving under water imaginary base ground
KR20050115835A (en) Vertical drainage apparatus and method for improvement of the sea ground and dredged soil area
CN105089540B (en) A kind of pit shaft spilled water hole guard method

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
N231 Notification of change of applicant
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
N231 Notification of change of applicant
FPAY Annual fee payment

Payment date: 20130208

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20140213

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20150213

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20160212

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20170214

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20180209

Year of fee payment: 12

FPAY Annual fee payment

Payment date: 20200212

Year of fee payment: 14