KR100642425B1 - Hydrophilic structure - Google Patents

Hydrophilic structure Download PDF

Info

Publication number
KR100642425B1
KR100642425B1 KR20040053265A KR20040053265A KR100642425B1 KR 100642425 B1 KR100642425 B1 KR 100642425B1 KR 20040053265 A KR20040053265 A KR 20040053265A KR 20040053265 A KR20040053265 A KR 20040053265A KR 100642425 B1 KR100642425 B1 KR 100642425B1
Authority
KR
South Korea
Prior art keywords
wall
lake
hydrophilic
sofa
constant
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
KR20040053265A
Other languages
Korean (ko)
Other versions
KR20060004225A (en
Inventor
이오진
Original Assignee
(유) 이도건설
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 (유) 이도건설 filed Critical (유) 이도건설
Priority to KR20040053265A priority Critical patent/KR100642425B1/en
Publication of KR20060004225A publication Critical patent/KR20060004225A/en
Application granted granted Critical
Publication of KR100642425B1 publication Critical patent/KR100642425B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • 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
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

본 발명은 기존 호안의 경사면에 호안의 침식, 유실 등을 방지하기 위해서 사석을 일률적으로 적층하거나 콘크리트 블록을 성형하여 호안 사면에 조적하여 파랑으로부터 호안을 보호하도록 하고 있다. 그러나 이러한 호안 형성방법은 현재의 친수 공간으로서 그 역할이나 기능을 할 수 없을 뿐만 아니라, 파랑에 대한 소파와 해수 정온을 유지하기에는 그 한계가 있다. In order to prevent erosion, loss, etc., on the slope of the existing rafts, the present invention is to uniformly stack sandstones or to form concrete blocks to protect the rafts from blue waves by masonry. However, this method of forming a shelter can not only play its role or function as a current hydrophilic space, but also has a limit to maintain a sofa and seawater temperature for blue.

본 발명은 콘크리트 부벽식 구조로 후면의 토압을 보다 효율적으로 견딜 수 있을 뿐만 아니라 파압을 효율적으로 감소시키기 위해서 벽체를 일정한 기울기로 친수호안의 전면에서 후면으로 전면격벽을 설치하고, 전면격벽의 배면에 후면 부벽을 일 측방이 일정한 기울기로 연설하고 친수호안의 양측 면에는 좌우측벽을 설치하는데, 그 전면은 친수호안의 전면에서 후면으로 일정한 기울기를 가지며 그 후면은 친수호안의 하부 벽에서 상부까지 수직으로 형성하여 좌우측벽 사이에 계단부가 형성된 소파 벽을 조립식으로 고정 설치함으로써 파랑이 소파 벽에서 그 파압이 감소할 수 있도록 하고 또한 소파 벽을 이용 인간이 쉽게 호안을 상하로 이동할 수 있는 기능을 겸비한 친수호안 구조에 관한 것이다. The present invention is not only able to withstand the earth pressure of the rear side more efficiently with concrete subwall structure, but also to install the front bulkhead from the front of the hydrophilic lake to the rear with a constant slope to reduce the wave pressure, and to the back of the front bulkhead. One side of the rear side wall speaks with a constant slope, and the left and right side walls are installed on both sides of the hydrophilic lake. It is formed by installing and fixing the sofa wall with the stepped part between the left and right side walls, so that the wave pressure can be reduced from the sofa wall, and the hydrophilic lake which has the function that the human being can easily move up and down the lake by using the sofa wall. It's about structure.

소파, 호안, 친수공간 Sofa, Hoan, Hydrophilic Space                                    

Description

친수호안 구조{revetment construction for intimate sea} Hydrophilic lake construction {revetment construction for intimate sea}

도 1은 본 발명으로 실시되는 친수호안 구조를 나타내는 사시도 1 is a perspective view showing a hydrophilic lake eye structure according to the present invention

도 2는 본 발명으로 실시되는 친수호안 구조의 횡단면도 2 is a cross-sectional view of a hydrophilic lake structure according to the present invention.

( 도면의 주요부분에 대한 부호 설명) (Symbol description of main part of drawing)

1. 친수호안 2.사석 기초단 1. Hydrophilic Protection 2. Stone Foundation

3. 뒷 채움 사석 10. 하부벽 3. Backfilled seat 10. Bottom wall

11. 좌우측벽 12. 전면격벽 11. Left and right side walls 12. Front bulkhead

13. 후면부벽 14. 소파 벽 고정구 13. Rear Wall 14. Sofa Wall Fixture

20. 소파 벽 20a. 계단부  20. Sofa Wall 20a. Staircase

20b. 파랑감쇄부 21. 볼트  20b. Blue Attenuator 21. Bolt

22. 너트 30. 유수실  22. Nut 30. Oil reservoir

40. 캡 콘크리트  40. Cap Concrete

본 발명은 해안 사면을 파랑으로부터 보호하거나 그 후면에 시설물 등을 조성하기위해서 배후 부지를 확보할 목적으로 사석을 이용한 석축식 호안이나 각종 콘크리트 블록을 이용한 블럭식 호안을 형성하여 해안 사면의 토사의 유실과 침식을 방지하여 왔다.The present invention forms a masonry shelter using sandstone or a block shelter using various concrete blocks for the purpose of securing a back ground to protect the coastal slopes from blue waves or to create facilities on the rear side. Over erosion.

상기와 같은 석축식 호안과 블럭식 호안은 그 기능이 해안 침식이나 붕괴의 방지라는 단순한 기능으로 인간이 바다에 더욱 친숙하게 다가설 수 있는 친수 기능과 또한 해수면의 정온을 유지함으로써 소형 선박 등의 보호라는 요구에 그 기능과 역할의 한계에 다다르게 되어, 친수공간의 확보와 파랑의 파압감소와 같은 새로운 미래지향적 요구에 일치하는 친수호안을 제공하고자 함이다.The stone shelter and block shelter as described above have a simple function of preventing coastal erosion or collapse, and the protection of small vessels and the like by maintaining a hydrophilic function that allows humans to approach the sea more familiarly and maintaining the calmness of sea level. The goal is to reach the limits of its functions and roles, and to provide hydrophilic protection that meets new future-oriented needs such as securing hydrophilic spaces and reducing wave pressure.

본 발명의 구조는 부벽식 호안으로써 단순하면서도 호안의 후면에서 발생하는 토압에 보다 더 효율적으로 대응하기 위해서 직립식 벽체가 아닌 호안의 전면에서 후면으로 일정한 기울기를 가지는 벽체를 설치하고, 또한 호안의 전면에는 계단형 소파 벽을 연설하여 인간이 자연스럽게 호안의 상하로 이동할 수 있을 뿐만 아니라, 소파 벽에 의한 파랑의 파압을 감소할 수 있도록 하는 동시에 호안 전면에서 후면으로 일정한 기울기로 설치된 좌우측벽으로 호안의 하부부터 상부에 까지 일정한 기울기로 형성된 유수실로 보다 효율적인 파랑을 소파할 수 있는 구조로 이를 첨부된 도면에 의거하여 상세히 설명하면 다음과 같다.The structure of the present invention is a simple wall revetment, but in order to respond more effectively to the earth pressure generated from the back of the revetment, a wall having a constant inclination from the front of the revetment to the rear of the revetment rather than the upright wall is installed. In addition to the stepped sofa walls, humans can naturally move up and down the lake, as well as reduce the blue wave pressure caused by the sofa wall. To a more efficient blue sofa as a flowing room formed with a constant slope from the top to the top when described in detail based on the accompanying drawings as follows.

본 발명으로 실시되는 친수호안(1)에 있어서, 사석기초단(2)을 해저면 으로부터 일정한 두께로 포설하여 형성하고 그 사석기초단(2)의 상면을 평평하게 고르기 하여 사석기초단(2)의 상면에 일정한 두께와 크기를 가지는 하부벽(10)과 그 하부벽(10)의 중간부분에 호안의 전면에서 후면을 향해 일정한 기울기로 기울어지는 전면격벽(12)이 일정한 높이로 세워지며 이 전면격벽(12)의 중도부에 배향으로 일정한 두께와 한쪽 면이 일정한 각도로 기울어지는 후면부벽(13)을 세우고 전면격벽(12)의 양측 면에 좌우측벽(11)이 세워지는데, 그 전면은 호안의 전면에서 후면까지 일정한 기울기를 가지고 그 후면은 하부벽(10)에서 상부까지 수직으로 연설 유수실(30)을 형성한다. 또한 좌우측벽(11)에는 좌우측벽(11)을 완전하게 관통하는 다수개의 소파벽고정구(14)를 형성하여, 그 소파벽고정구(14)를 통해서 일정한 두께로 계단부(20a)와 호안 후면으로 일정한 상향의 기울기로 형성된 파랑감쇄부(20b)를 가지는 소파 벽(20)의 양측 끝단에 형성된 볼트삽입너트(22)에 볼트(21)를 삽입 고정하여 거치한 후, 전면격벽(12)과 후면부벽(13) 그리고 좌우측벽(11)후면 공간 사이에 뒷채움사석(3)을 충진하여 호안의 상면에 현장에서 캡콘크리트(40)를 타설하고 호안블럭의 전면에 피복석을 설치함으로써 친수호안(1)이 이루어진다.In the hydrophilic lake (1) embodied by the present invention, the foundation stage (2) is formed by laying a predetermined thickness from the sea bottom, and the top surface of the foundation stage (2) is evenly flattened. The lower wall 10 having a constant thickness and size on the upper surface of the lower wall 10 and the front partition 12 which is inclined at a constant inclination toward the rear from the front of the lake in the middle of the lower wall 10 are erected at a constant height. The rear side wall 13 is erected at a predetermined thickness and one side inclined at an angle in the middle of the partition 12, and the left and right side walls 11 are erected on both sides of the front partition 12, the front of which It has a constant slope from the front to the rear of the rear side of the lower wall 10 from the top to form a speech runner (30) vertically. In addition, the left and right side walls 11 are formed with a plurality of sofa wall fasteners 14 penetrating completely through the left and right side walls 11, and through the sofa wall fasteners 14 to the step portion 20a and the back of the revetment After the bolt 21 is inserted into and fixed to the bolt insertion nut 22 formed at both ends of the sofa wall 20 having the blue attenuation portion 20b formed at a constant upward slope, the front bulkhead 12 and the rear part are mounted. Filling the backfilling seat (3) between the wall (13) and the left and right side wall (11) rear space, the cap concrete 40 is placed on the upper surface of the revetment and the cover seat is installed on the front of the revetment block (1). This is done.

상기와 같이 본 발명으로 실시되어지는 친수호안(1)은 하부벽(10)의 중간부분에 호안의 전면부로부터 후면 부를 향해 일정한 기울기로 기울어지는 전면격벽(12)이 일정한 높이로 세워져 뒷채움 사석(3)의 후면에서 발생하는 토압에 보다 더 효율적으로 대응할 뿐만 아니라 뒷채움사석(3)의 양도 전면격벽(12)의 기울기 각도만큼 줄일 수 있으며, 또한 친수호안(1)의 유수실(30)의 폭을 친수호안(1)의 하부와 상부가 일정하게 유지할 수 있어 소파 벽(20)의 계단부(20a)에 의해서 분리된 파랑이 소파 벽(20)의 파랑감쇄부(20b) 상면을 타고 넘어 유수실(30)의 전면격벽(12)에 의해서 회절 되어 소파 벽(20)의 파랑감쇄부(20b) 하면을 타고 친수호안(1)의 외부로 배출함으로써 파랑의 파압을 완전하게 분쇄 할 뿐만 아니라, 소파 벽(20)의 전면에 조립식 계단 형으로 이루어져 친수호안(1)의 상하를 자유롭게 이동할 수 있고 좌우측벽(11)의 기울기를 주변 환경과 파랑의 크기에 따라서 조절하고 소파 벽(20)의 위치도 자유롭게 선택 조립할 수 있어 친수공간으로서 효과를 배가시킬 수 있으며 미관역시 뛰어난 친수호안(1)을 제공할 수 있다.




As described above, the hydrophilic lake 1 implemented by the present invention has a front bulkhead 12 which is inclined at a constant inclination toward the rear portion from the front portion of the lake in the middle of the lower wall 10, and is built up at a constant height. In addition to more efficiently responding to the earth pressure generated at the rear side of 3), the amount of the backfilling seat 3 can be reduced by the inclination angle of the front bulkhead 12, and the width of the oil chamber 30 in the hydrophilic lake 1 is also reduced. The lower and upper portions of the hydrophilic lake (1) can be kept constant so that the blue separated by the step portion 20a of the sofa wall 20 flows over the upper surface of the blue attenuation portion 20b of the sofa wall 20. By diffraction by the front bulkhead 12 of the seal 30 and discharging the wave attenuation portion 20b of the sofa wall 20 to the outside of the hydrophilic lake 1, the wave pressure of the blue is completely crushed, The front of the sofa wall 20 is made of prefabricated staircase The upper and lower sides of the guardian (1) can be freely moved, the inclination of the left and right side walls (11) can be adjusted according to the surrounding environment and the size of the blue, and the position of the sofa wall (20) can be freely selected and assembled to double the effect as the hydrophilic space Can provide excellent hydrophilic protection (1).




Claims (1)

친수호안(1)에 있어서, 사석기초단(2)을 해저면 으로부터 일정한 두께로 포설하여 형성하고 그 사석기초단(2)의 상면을 평평하게 고르기 하여 사석기초단(2)의 상면에 일정한 두께와 크기를 가지는 하부벽(10)과 그 하부벽(10)의 중간부분에 호안의 전면에서 후면을 향해 일정한 기울기로 기울어지는 전면격벽(12)이 일정한 높이로 세워지며 이 전면격벽(12)의 중도부에 배향으로 일정한 두께와 한쪽 면이 일정한 각도로 기울어지는 후면부벽(13)을 세우고 전면격벽(12)의 양측 면에 좌우측벽(11)이 세워지는데, 그 전면은 호안의 전면에서 후면까지 일정한 기울기를 가지고 그 후면은 하부벽(10)에서 상부까지 수직으로 연설하여 유수실(30)을 형성하고 좌우측벽(11)에 계단부(20a)와 호안 후면으로 일정한 상향의 기울기로 형성된 파랑감쇄부(20b)를 고정하여 거치한 후, 전면격벽(12)과 후면부벽(13) 그리고 좌우측벽(11)후면 공간 사이에 뒷채움사석(3)을 충진하여 호안의 상면에 현장에서 캡콘크리트(40)를 타설하고 호안블럭의 전면에 피복석을 설치함으로써 구축되는 친수호안 구조In the hydrophilic lake (1), the foundation stage 2 is formed by laying a constant thickness from the sea bottom, and the top surface of the foundation stage 2 is evenly flattened to have a constant thickness on the upper surface of the foundation stage 2 The bottom wall 10 having the size of and the front wall 12, which is inclined at a constant inclination toward the rear from the front of the lake in the middle portion of the lower wall 10 is erected at a constant height of the front bulkhead 12 The rear side wall 13 is erected at a predetermined thickness and one side inclined at an angle to the middle part, and the left and right side walls 11 are erected on both sides of the front bulkhead 12, the front side of which is from the front to the rear of the lake. With a constant inclination, the rear side is vertically speaking from the lower wall 10 to the upper part to form the oil and gas chamber 30, and the blue attenuation formed with a constant upward slope to the rear part of the left and right walls 11 and the step portion 20a. Fixing part 20b After filling the back filling seats (3) between the front bulkhead (12), the rear side wall (13) and the rear spaces of the left and right walls (11), the cap concrete 40 is placed on the upper surface of the raft and the front of the raft block. Hydrophilic lake structure constructed by installing clad stone
KR20040053265A 2004-07-09 2004-07-09 Hydrophilic structure Expired - Fee Related KR100642425B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR20040053265A KR100642425B1 (en) 2004-07-09 2004-07-09 Hydrophilic structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR20040053265A KR100642425B1 (en) 2004-07-09 2004-07-09 Hydrophilic structure

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR20-2004-0019561U Division KR200364401Y1 (en) 2004-07-09 2004-07-09 revetment for intimate sea

Publications (2)

Publication Number Publication Date
KR20060004225A KR20060004225A (en) 2006-01-12
KR100642425B1 true KR100642425B1 (en) 2006-11-03

Family

ID=37116550

Family Applications (1)

Application Number Title Priority Date Filing Date
KR20040053265A Expired - Fee Related KR100642425B1 (en) 2004-07-09 2004-07-09 Hydrophilic structure

Country Status (1)

Country Link
KR (1) KR100642425B1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107014585B (en) * 2017-04-18 2019-12-31 中山大学 A Two-Dimensional Wave Elimination Experimental System
CN107326857B (en) * 2017-05-18 2021-03-23 中山大学 Wave absorption model and experimental system of multiple continuous climbing type wave absorption plates with variable angles

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020031989A (en) * 2000-10-25 2002-05-03 원 회 양 The structure of the prefabricated seawall
KR20020050240A (en) * 1999-11-09 2002-06-26 구이도 콜러, 스테판 바슬러 Hydroxyeicosatetraenoate salts, compositions and methods of use in treating dry eye disorders

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020050240A (en) * 1999-11-09 2002-06-26 구이도 콜러, 스테판 바슬러 Hydroxyeicosatetraenoate salts, compositions and methods of use in treating dry eye disorders
KR20020031989A (en) * 2000-10-25 2002-05-03 원 회 양 The structure of the prefabricated seawall

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
1020020031989
2002502400000

Also Published As

Publication number Publication date
KR20060004225A (en) 2006-01-12

Similar Documents

Publication Publication Date Title
US10081960B2 (en) Methods and apparatus of building construction resisting earthquake and flood damage
KR20100036595A (en) Prefabricated covering block for breakwater and method for consturcting thereof
JP5664888B1 (en) Embankment rising when the water rises
KR100650540B1 (en) Hydrophilic lake block with seawater distribution port and construction method
US4834578A (en) Energy-dissipating overflow-type protection system on dikes and/or jetties
KR100642425B1 (en) Hydrophilic structure
KR101168678B1 (en) Superstructure having many reflection block and breakwater, seawall using the same
KR200364401Y1 (en) revetment for intimate sea
KR200224547Y1 (en) Assembling structure of embankment having multi-terraced incline
KR20090021904A (en) A block for a breakwater
KR101033622B1 (en) Permanent structures of breakwater structures and breakwaters and rafts using them
US11603636B2 (en) Interlocking modular smart seawall diversion and recreation system and method of installation
JP2005220610A (en) Continuous flow type slit sand control dam
KR20100034355A (en) Breakwater and seawall having supporting balock
KR200352903Y1 (en) Box breastwall structure of river
KR20020031989A (en) The structure of the prefabricated seawall
JP2018048441A (en) Wave-dissipating block
JP5889027B2 (en) Evacuation road
KR20080107144A (en) Framed Ship Eyepiece
JP6127327B2 (en) Structure of underground shelter
JPH01239210A (en) Hydrophilic type wave absorbing structure
KR100374186B1 (en) The block for covering embankment
KR100554612B1 (en) Shore structure
KR100433498B1 (en) Bank protection which has a function of artificial fishing
KR200330345Y1 (en) A vertical style overflow breakwater for seawater exchange

Legal Events

Date Code Title Description
A201 Request for examination
PA0109 Patent application

St.27 status event code: A-0-1-A10-A12-nap-PA0109

PA0201 Request for examination

St.27 status event code: A-1-2-D10-D11-exm-PA0201

PG1501 Laying open of application

St.27 status event code: A-1-1-Q10-Q12-nap-PG1501

E902 Notification of reason for refusal
PE0902 Notice of grounds for rejection

St.27 status event code: A-1-2-D10-D21-exm-PE0902

P11-X000 Amendment of application requested

St.27 status event code: A-2-2-P10-P11-nap-X000

P13-X000 Application amended

St.27 status event code: A-2-2-P10-P13-nap-X000

E701 Decision to grant or registration of patent right
PE0701 Decision of registration

St.27 status event code: A-1-2-D10-D22-exm-PE0701

GRNT Written decision to grant
PR0701 Registration of establishment

St.27 status event code: A-2-4-F10-F11-exm-PR0701

PR1002 Payment of registration fee

St.27 status event code: A-2-2-U10-U11-oth-PR1002

Fee payment year number: 1

PG1601 Publication of registration

St.27 status event code: A-4-4-Q10-Q13-nap-PG1601

LAPS Lapse due to unpaid annual fee
PC1903 Unpaid annual fee

St.27 status event code: A-4-4-U10-U13-oth-PC1903

Not in force date: 20091028

Payment event data comment text: Termination Category : DEFAULT_OF_REGISTRATION_FEE

PC1903 Unpaid annual fee

St.27 status event code: N-4-6-H10-H13-oth-PC1903

Ip right cessation event data comment text: Termination Category : DEFAULT_OF_REGISTRATION_FEE

Not in force date: 20091028

R18-X000 Changes to party contact information recorded

St.27 status event code: A-5-5-R10-R18-oth-X000

P22-X000 Classification modified

St.27 status event code: A-4-4-P10-P22-nap-X000

PN2301 Change of applicant

St.27 status event code: A-5-5-R10-R13-asn-PN2301

St.27 status event code: A-5-5-R10-R11-asn-PN2301

R18-X000 Changes to party contact information recorded

St.27 status event code: A-5-5-R10-R18-oth-X000

P22-X000 Classification modified

St.27 status event code: A-4-4-P10-P22-nap-X000

PN2301 Change of applicant

St.27 status event code: A-5-5-R10-R13-asn-PN2301

St.27 status event code: A-5-5-R10-R11-asn-PN2301

PN2301 Change of applicant

St.27 status event code: A-5-5-R10-R13-asn-PN2301

St.27 status event code: A-5-5-R10-R11-asn-PN2301

R18-X000 Changes to party contact information recorded

St.27 status event code: A-5-5-R10-R18-oth-X000

R18-X000 Changes to party contact information recorded

St.27 status event code: A-5-5-R10-R18-oth-X000