KR100554949B1 - Pier approaching facilities using a steel tube file - Google Patents

Pier approaching facilities using a steel tube file Download PDF

Info

Publication number
KR100554949B1
KR100554949B1 KR1020000032596A KR20000032596A KR100554949B1 KR 100554949 B1 KR100554949 B1 KR 100554949B1 KR 1020000032596 A KR1020000032596 A KR 1020000032596A KR 20000032596 A KR20000032596 A KR 20000032596A KR 100554949 B1 KR100554949 B1 KR 100554949B1
Authority
KR
South Korea
Prior art keywords
steel pipe
pile
pipe pile
steel
pier
Prior art date
Application number
KR1020000032596A
Other languages
Korean (ko)
Other versions
KR20010111869A (en
Inventor
원 회 양
Original Assignee
원 회 양
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 원 회 양 filed Critical 원 회 양
Priority to KR1020000032596A priority Critical patent/KR100554949B1/en
Priority to KR2020000016962U priority patent/KR200204451Y1/en
Priority to JP2000258582A priority patent/JP2002004239A/en
Publication of KR20010111869A publication Critical patent/KR20010111869A/en
Application granted granted Critical
Publication of KR100554949B1 publication Critical patent/KR100554949B1/en

Links

Images

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
    • E02B3/068—Landing stages for vessels
    • 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
    • E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
    • E02B3/28—Fender piles

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Ocean & Marine Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

본 발명은 잔교식 선박접안시설을 구축함에 있어서 강관파일 공법과 강널파일공법에서의 장점만을 취합하여 보다 견고한 선박접안시설을 구축하도록 하는 강관파일을 사용한 접안시설에 대한 발명이다. The present invention is an invention for the eyepiece facility using a steel pipe pile to build a more robust vessel eyepiece facility by combining only the advantages of the steel pipe pile method and the steel sheet pile method in constructing the pier bridge vessel docking facilities.

Description

강관파일을 사용한 잔교식 접안시설{Pier approaching facilities using a steel tube file}Pier approaching facilities using a steel tube file}

도 1은 종래 강관파일과 강관파일을 연결한 구조상태를 나타낸 평면도1 is a plan view showing a structural state connecting the conventional steel pipe pile and steel pipe pile

도 2는 종래 강널파일과 강널파일 선단을 연결한 구조상태를 나타낸 평면도Figure 2 is a plan view showing a structural state connecting the conventional file pile and the end of the file pile

도 3은 본 발명상으로 실시되는 강관파일과 강관파일사이에 강널파일을 일렬로 연결한 상태를 나타낸 평면도 Figure 3 is a plan view showing a state in which the steel plate pile connected between the steel pipe pile and the steel pipe pile in accordance with the present invention in a line

도 4는 도 3상태를 입체적으로 도시한 사시도 4 is a perspective view showing the state of FIG. 3 in three dimensions.

도 5는 종래 잔교식 접안시설의 평면도 5 is a plan view of the conventional bridge-type eyepiece facility

도 6은 종래 잔교식 접안시설의 횡단면도6 is a cross-sectional view of a conventional pier-type eyepiece facility

도7은 본 발명상으로 실시되는 잔교식 접안시설의 평면도 7 is a plan view of a pier bridge eyepiece facility implemented in accordance with the present invention

도 8은 도 7의 횡단면도 8 is a cross-sectional view of FIG.

(도면의 주요 부분에 대한 부호 설명)      (Symbol description for main parts of drawing)

1.1a 강관파일 2.숫걸림간 3.암걸림간 1.1a steel pipe pile

10.10a 강널파일 11.11a절곡부 12.12a 강관고정판 10.10a Steel plate pile 11.11a bending part 12.12a steel pipe fixing plate

13.지중 14.슬라브 15.보강강관파일13. Underground 14. Slab 15. Reinforcement pipe pile

본 발명은 잔교(棧橋)식 선박의 접안시설인 계선안(繫船岸:guay wall)의 구축구조에 대한분야로서 선박접안 시설을 구조형식상 대별하면 중력식(重力式),시판식(矢板式), 잔교식등으로 구분되며 이들중 본 발명상으로 실시되는 형식의 계선안인 잔교식 접안시설에 대한 발명인 바 잔교식은 파일(pile:말뚝)을 사용하게되고 파일의 종류도 강관파일, H형 파일, 콘크리트파일, 강널파일로 구분된다. The present invention relates to the construction structure of a quay wall, which is a docking facility for a pier bridge type ship. Among these, the inventors of the pier bridge eyepiece facility, which is the mooring plan of the present invention, use the pile (pile), and the kinds of files are also steel pipe pile, H type pile, It is divided into concrete pile and steel pile pile.

그리고 강관을 상호일렬로 연결하여 연속강관파일 벽체로 접안시설을 구축하는 공법을 벽강관공법이라 칭하며 이러한 벽강관 공법으로 시공하는 현장은 지반이 연약하고 심도가 비교적 깊은 위치에 접안시설을 구축해야할 필요가 있을 때 많이 사용하는 공법으로서 이러한 벽강관파일 공법으로 접안시설을 구축하면 접안시설의 배면토압, 잔유수압, 선박견인력, 충격력, 파압과 같은 외력에 대하여 접안시설 구조물이 벽체로 되어있으므로 비교적 구조물의 안정성이 확보된다.In addition, the method of constructing the eyepiece facility with continuous steel pipe piles by connecting the steel pipes in a row is called the wall steel pipe method. The site constructed by the wall steel pipe method needs to establish the eyepiece facility at a location where the ground is soft and has a relatively deep depth. When the eyepiece facility is constructed by using the wall steel pipe pile method, the eyepiece structure is walled against external forces such as the back soil pressure, residual water pressure, ship towing force, impact force and wave pressure. Stability is secured.

또한 강널파일 공법일 경우에는 가설구조물, 가물막이공사, 해안공사 또는 폐기물 매립현장등에 유용하게 사용되는 공법이며 지반변형에 유연성을 가지는 특성이있어 연약지반의 심도가 깊은 지역에서도 일렬로 연결하여 시공가능하므로 폭넓게 사용되는 공법인바 본 발명은 상기 벽강관 구조와 강널파일 구조의 장점만을취합하여 보다 견고한 선박 접안시설을 구축할 수있도록 안출 하였다.In addition, in the case of steel pile pile method, it is a method that is useful for temporary structures, clogging works, coastal works, or landfill sites, and has the flexibility to deform the ground so that it can be connected in a line even in the deepest areas of soft ground. Therefore, the present invention is widely used in the present invention, by combining only the advantages of the wall steel pipe structure and the steel plate pile structure was devised to build a more robust ship docking facility.

그런데 상기 벽강관 파일 공법은 사용하는 강관을 대구경을 사용하여야 함에 따라 시공능률이 저하되고 공사비가 많이 소요되는 문제점이 있으며 강널파일공법 일 경우 해수의 차단은 되지만 판상으로 벽체를 구성하므로 접안시설인 구조물에 가해지는 파력등의 외력에 대한 저항력이 약한 문제점이 상존한다. However, the wall steel pipe pile method requires a large diameter of the steel pipe to be used, which reduces the construction efficiency and requires a lot of construction cost. In the case of the steel sheet pile method, seawater is blocked, but the plate is formed into a plate, which is an eyepiece facility. There is a problem that the resistance to external forces such as wave force is weak.

본 발명은 벽강관 파일공법의 장점과 강널파일공법의 장점을 취합하여 시공성이 좋고 공사비용을 절감하면서도 견고한 선박접안시설을 구축할 수 있도록 안출한 발명인 바 이를 첨부한 도면에 의거하여 상술하되 참고로 첨부한 도 1을 설명하면 벽강관파일 공법에서 강관파일(1)과 강관 파일(1a)을 서로 연결한 상태를 평면적으로 도시한 것으로서 강관(1),(1a)의 각 좌 우측벽에 일측 주벽에는 숫걸림간(2)을 용접으로 부착하고 타측주벽에는 암걸림간(3)을 각 강관마다 용착하여 강관파일(1)의 암걸림간(3)에 연설되는 강관(1a)의 주벽에 용착된 숫걸림간(2)이 걸려서 다수개의 강관들을 파일이 되도록 지중에 항타하여 필요한 길이 만큼 연설하는 구조로 되어있고 도 2에 도시한 것은 강널파일공법에서의 강널파일(10)과 강널파일(10a)의 선단을 서로 대향되게 절곡한 절곡부(11)(11a)를 서로 맞걸어서 좌,우로 연장되게 하는 구조로 강널파일을 설치하게 되고 도 3, 도 4 는 본 발명상으로 실시되는 상기 도 1의 구조와 도 2의 구조를 취합하여 일정한 거리로 이격된 각각의 강관파일 (1)(1a)의 외주면에 강널파일 (10)과 (10a)의 일측을 용접 부착하고 강널파일 (10)(10a)타단은 절곡부 (11)(11a)를 위치시켜 이 각 절곡부(11)(11a)를 맞걸어서 좌우로 연결설치하도록 하며 각 강관파일 (1)(1a)의 외주면에 용착된 강널파일(10)(10a)의 90°로 이격된 위치의 각 강관파일(1)(1a)의 외주면의 하측에 일정한 높이와 폭으로 되는 강관 고정판 (12)(12a)을 용접부착하고 이러한 강관파 일 (1)(1a)을 전후 좌우로 연설하여 고정판(12)(12a)상부선단까지 지중(13)에 항타 삽입하게 되고 이러한 각 강관파일(1)(1a)상부 선단에는 콘크리트를 타설하여 슬라브(14)를 평면적으로 형성하고 슬라브(14)상면을 물양장 또는 화물하역장으로 사용되게 하여 본 발명이 구성된다. 도면중 미설명부호(15)는 기둥구실을 하는 보강강관 파일을 나타낸다. The present invention combines the advantages of the wall steel pipe pile method and the strength of the steel sheet pile method, the invention is designed to build a robust ship docking facilities while reducing the construction cost and construction cost, which will be described in detail based on the accompanying drawings. Referring to FIG. 1, the state in which the steel pipe pile 1 and the steel pipe pile 1a are connected to each other in the wall steel pipe pile construction method is shown in a plan view, and one circumferential wall is formed on each of the left and right walls of the steel pipes 1 and 1a. Is attached to the circumference of the steel pipe (1a) which is attached to the angular gap (3) of the steel pipe pile (1) by welding each male pipe (2) by welding and the female claw (3) for each steel pipe to the other circumferential wall It is a structure in which a number of steel pipes are caught and a plurality of steel pipes are struck in the ground so as to be piled, and speeches are needed as long as shown in FIG. 2. So that the ends of the The bent portion (11) (11a) to be fitted to each other to the left and right to extend the structure to install the pile file and Figures 3 and 4 are the structure of Figure 1 and Figure 2 implemented in accordance with the present invention Assemble and weld one side of the steel sheet pile (10) and (10a) on the outer circumferential surface of each steel pipe pile (1) (1a) spaced by a certain distance, and the other end of the steel sheet pile (10) (10a) is bent (11) And (11a) to align each of the bent portions (11) and (11a) so as to be connected from side to side, and 90 of the steel plate piles (10) (10a) welded to the outer circumferential surface of each steel pipe pile (1) (1a). A steel pipe fixing plate (12) (12a) having a fixed height and width is welded to the lower side of the outer circumferential surface of each steel pipe pile (1) (1a) at a position separated by °, and the steel pipe files (1) (1a) are front and rear left and right. To the upper end of the stationary plate (12) (12a) to the ground (13), and to each of the upper end of each of the steel pipe pile (1) (1a) by placing concrete slab ( The present invention is constructed by forming a plane 14) and using the upper surface of the slab 14 as a water tank or a cargo dock. In the drawings, reference numeral 15 denotes a reinforcing steel pipe file having a pillar hole.

상기와 같이 구성된 본 발명은 벽강관 파일공법과 강널파일공법의 장점을 취합하면서도 그 구조가 단순명료하여 시공성이 양호 하고 공사비용이 축소되며 견고한 접안시설 구조물을 구축할 수 있게 된다.The present invention configured as described above, while combining the advantages of the wall steel pipe pile method and the steel sheet pile method, the structure is simple and clear, the workability is good, the construction cost is reduced, and it is possible to build a solid eyepiece facility structure.

Claims (1)

1)항만등의 잔교식 선박접안 시설을 구축함에 있어서 기둥이되는 일정한 직경의 다수개의 강관파일(1),(1a) 외주면에 강널파일(10)(10a)의 일측을 용접부착하고 강널파일(10)(10a) 하단은 절곡부(11)(11a)를 위치시켜 이각절곡부(11)(11a)를 맞걸어서 연설하여 강관파일(1)(1a)과 강널파일(10)(10a)을 벽체가 되도록 하되 강관파일(1)(1a) 외주면의 하측에 일정한 높이와 폭으로 되는 강관 고정판(12)(12a)을 강널파일(10)(10a)의 용착위치와 90° 로 이격된 위치에 용착하여 이 강관파일(1)(1a)을 강관 고정판(12)(12a)의 전체가 매입되는 깊이로 항타하고 이강관파일(1)(1a)과 넓은 면적에 항타한 보강강관파일(15)상판에 콘크리트를 타설하여 슬라브(14)를 평면적으로 구비하도록 하여서 되는 강관파일을 사용한 잔교식 접안시설 1) In the construction of remnant type ship berthing facilities such as ports, a plurality of steel pipe piles (1) and (1a) of constant diameter, which are pillars, are welded and attached to one side of the steel sheet piles (10) and (10a) on the outer circumferential surface. (10a) The lower end of the bent portion (11) (11a) to position the biangular bent portion (11) (11a) to speak to the steel pipe pile (1) (1a) and the steel sheet pile (10) (10a) wall The steel pipe fixing plate (12) (12a) of a certain height and width below the outer circumferential surface of the steel pipe pile (1) (1a) is welded at a position spaced 90 ° from the welding position of the steel sheet pile (10) (10a) The steel pipe pile (1) (1a) is driven to the depth that the whole of the steel pipe fixing plate (12) (12a) is embedded, and the steel pipe pile (15) and the top plate of the reinforcing steel pipe pile (15) Bridge-type berthing facility using steel pipe pile to cast slab (14) in plane
KR1020000032596A 2000-06-14 2000-06-14 Pier approaching facilities using a steel tube file KR100554949B1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
KR1020000032596A KR100554949B1 (en) 2000-06-14 2000-06-14 Pier approaching facilities using a steel tube file
KR2020000016962U KR200204451Y1 (en) 2000-06-14 2000-06-15 Pier approaching facilities using a steel tube file
JP2000258582A JP2002004239A (en) 2000-06-14 2000-08-29 Pier type berthing facilities using steel pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020000032596A KR100554949B1 (en) 2000-06-14 2000-06-14 Pier approaching facilities using a steel tube file

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR2020000016962U Division KR200204451Y1 (en) 2000-06-14 2000-06-15 Pier approaching facilities using a steel tube file

Publications (2)

Publication Number Publication Date
KR20010111869A KR20010111869A (en) 2001-12-20
KR100554949B1 true KR100554949B1 (en) 2006-03-03

Family

ID=19671888

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020000032596A KR100554949B1 (en) 2000-06-14 2000-06-14 Pier approaching facilities using a steel tube file

Country Status (2)

Country Link
JP (1) JP2002004239A (en)
KR (1) KR100554949B1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012096679A1 (en) * 2011-01-11 2012-07-19 Pilepro, Llc Improved steel pipe piles and pipe pile structures

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0233825A (en) * 1988-07-25 1990-02-05 Nissha Printing Co Ltd Fluorescent film formation method for cathode-ray tube
JPH0237928A (en) * 1988-07-27 1990-02-07 Tokin Corp Straightening device for terminal of electronic parts

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0233825A (en) * 1988-07-25 1990-02-05 Nissha Printing Co Ltd Fluorescent film formation method for cathode-ray tube
JPH0237928A (en) * 1988-07-27 1990-02-07 Tokin Corp Straightening device for terminal of electronic parts

Also Published As

Publication number Publication date
KR20010111869A (en) 2001-12-20
JP2002004239A (en) 2002-01-09

Similar Documents

Publication Publication Date Title
US20200071903A1 (en) Earth retaining system such as a sheet pile wall with integral soil anchors
KR101211811B1 (en) Cast in concrete pile With precast type Caisson
KR100554949B1 (en) Pier approaching facilities using a steel tube file
KR200204451Y1 (en) Pier approaching facilities using a steel tube file
JP4958064B2 (en) Seismic reinforcement structure of quay
JP4069004B2 (en) Revetment structure
KR100768552B1 (en) steel well foundation construction and equipment
JP4109431B2 (en) Aquatic structure with water play room
JP2019056231A (en) Quay wall structure
JP2001248135A (en) Jacket structure
JP4237112B2 (en) Caisson connection method and caisson structure
KR100583007B1 (en) Sectional pier wharf
JPH0711136B2 (en) Water structure
KR20200123977A (en) Lathe type quay structure reinforced sheet pile and method for reinforcement quay structure using sheet pile
US20140369755A1 (en) Buoyancy compensated erosion control module
JP2519602B2 (en) How to construct a breakwater
CN214883387U (en) Novel high-pile wharf structure
JP2002047665A (en) Installation method for jacket structure
JPH04228714A (en) Water area construction using member to be driven into water bottom ground
KR200387364Y1 (en) steel well foundation equipment
CN104358257A (en) Reinforced connection method for PHC (prestress high concrete) tubular pile
KR200330339Y1 (en) Sectional pier wharf
JP2002088777A (en) Method for connecting jacket structure to pile, and pipe expanding apparatus for use in the method
CN115787564A (en) Arch type wharf structure and construction method thereof
JP2021167523A (en) Quay reinforcement structure and reinforcement method of quay structure

Legal Events

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

Payment date: 20110816

Year of fee payment: 6

LAPS Lapse due to unpaid annual fee