KR100452154B1 - An bankment protection equipment of river - Google Patents

An bankment protection equipment of river Download PDF

Info

Publication number
KR100452154B1
KR100452154B1 KR10-2004-0033827A KR20040033827A KR100452154B1 KR 100452154 B1 KR100452154 B1 KR 100452154B1 KR 20040033827 A KR20040033827 A KR 20040033827A KR 100452154 B1 KR100452154 B1 KR 100452154B1
Authority
KR
South Korea
Prior art keywords
river
panel
loss
bank
protection
Prior art date
Application number
KR10-2004-0033827A
Other languages
Korean (ko)
Other versions
KR20040052900A (en
Inventor
김길평
성수복
Original Assignee
주식회사 대한콘설탄트
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 대한콘설탄트 filed Critical 주식회사 대한콘설탄트
Priority to KR10-2004-0033827A priority Critical patent/KR100452154B1/en
Publication of KR20040052900A publication Critical patent/KR20040052900A/en
Application granted granted Critical
Publication of KR100452154B1 publication Critical patent/KR100452154B1/en

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C65/00Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor
    • B29C65/02Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor by heating, with or without pressure
    • B29C65/18Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor by heating, with or without pressure using heated tools
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C63/00Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
    • B29C63/02Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor using sheet or web-like material
    • B29C63/04Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor using sheet or web-like material by folding, winding, bending or the like
    • B29C63/06Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor using sheet or web-like material by folding, winding, bending or the like around tubular articles
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L47/00Connecting arrangements or other fittings specially adapted to be made of plastics or to be used with pipes made of plastics
    • F16L47/02Welded joints; Adhesive joints

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Revetment (AREA)

Abstract

본 발명은 하천제방의 유실을 방지하도록 설치되는 하천제방의 보호시설에 있어서, 더욱 상세하게는 하천제방을 대홍수나 우기시에 제방이 유실되는 것을 방지하여, 수해로 인한 인명 및 재산피해를 방지하도록 형성된 하천제방의 보호시설에 관한 것이다.The present invention in the protection of the river bank installed to prevent the loss of the river bank, more specifically to prevent the river bank from being lost during the flood or rainy season, to prevent the loss of life and property due to flooding The present invention relates to a protection facility for a formed river bank.

본 발명은, 하천제방의 유실을 방지하도록 제방의 내부에 설치되는 하천제방의 보호시설에 있어서, 상기 하천제방의 보호시설은 제방의 내측에 유실방지패널을 설치하고, 상기 유실방지패널의 전면과 후면에 침하방지구와 밀림방지구, 지지말뚝을 체결시켜 하천제방을 보호하도록 구성되는 한편, 상기 유실방지패널은, 사각패널 형태로 구성되고, 전면과 후면에는 ㄱ자형 패널이 양측으로 구성되어 체결홈을 여러개 형성하며, 중간에는 관통홀을 구성하고, 상기 침하방지구는, T자형 패널로 구성되어 단측에는 절곡부가 형성되며, 상기 밀림방지구는, T자형 패널로 구성되어 단측양쪽에는 관통홀이 형성되고, 상기 지지말뚝은, 원형기둥으로 하부는 뾰쪽한 형태로 구성되어, 상기 밀림방지구의 관통홀에 삽입시켜 제방의 내부를 보강하는 것을 특징으로 하는 하천제방의 보호시설을 제공한다.The present invention, in the protection of the river bank is installed inside the bank to prevent the loss of the river bank, the protection of the river bank is provided with a loss prevention panel on the inside of the bank, and the front of the loss prevention panel In order to protect the river banks by fastening the sinking prevention device, the jungle prevention device, and the support pile on the rear side, the loss prevention panel is configured in the form of a square panel, and the A-shaped panel is formed on both sides in the front and rear. Form a plurality of, the middle of the through hole, the sinking prevention device is composed of the T-shaped panel, the bent portion is formed on one end, the rolling prevention device is composed of the T-shaped panel, the through hole is formed on both sides of the , The support pile is formed in a circular shape, the lower portion is a pointed form, characterized in that to insert into the through-hole of the rolling protection to reinforce the inside of the embankment. Providing asylum to the river banks.

Description

하천제방의 보호시설{AN BANKMENT PROTECTION EQUIPMENT OF RIVER}Protection of river banks {AN BANKMENT PROTECTION EQUIPMENT OF RIVER}

본 발명은 하천제방의 유실을 방지하도록 설치되는 하천제방의 보호시설에 있어서, 더욱 상세하게는 하천제방을 대홍수나 우기시에 제방이 유실되는 것을 방지하여, 수해로 인한 인명 및 재산피해를 방지하도록 형성된 하천제방의 보호시설에 관한 것이다.The present invention in the protection of the river bank installed to prevent the loss of the river bank, more specifically to prevent the river bank from being lost during the flood or rainy season, to prevent the loss of life and property due to flooding The present invention relates to a protection facility for a formed river bank.

일반적으로 하천에는 유실을 방지하기 위하여, 하천제방(10)을 넓게 구축하거나 구조물을 설치하는 방법으로 시공을 하고 있으나, 기존 시설은 대홍수나 우기시에는 도1과 같이 쉽게 유실(20)되는 문제점이 발생되어, 하천이 붕괴되어 인근마을의 침수피해를 가중시키고 있는 실정이다.In general, in order to prevent the loss in the river, the river bank (10) is widely constructed or installed by installing a structure, but the existing facilities have a problem that is easily lost (20) during the flood or rainy season as shown in FIG. It is generated and the river collapses, which is causing the flooding of nearby villages.

본 발명은 상술한 문제점을 해결하기 위하여, 본 발명은, 하천제방의 유실을 방지하기 위하여 제방의 내부에 유실방지패널을 설치하고, 그 전면과 후면에는 침하방지구와 밀림방지구, 지지말뚝을 설치하여 대홍수시에 법면이 붕괴되는 것을 방지토록 하여 하천인근 마을의 침수피해를 방지도록 한다.The present invention, in order to solve the above problems, the present invention, to prevent the loss of the river banks, the loss prevention panel is installed in the interior of the bank, the front and rear of the sinking prevention and jungle prevention, install a support pile Therefore, to prevent the collapse of the law during the flood, to prevent flooding of the village near the river.

도 1은 기존 하천의 대홍수로 인한 문제점을 나타내는 단면도.1 is a cross-sectional view showing a problem due to the flood of the existing river.

도 2는 본 발명의 하천제방 보호시설을 설치한 상태를 나타내는 단면도.Figure 2 is a cross-sectional view showing a state installed riverbank protection facility of the present invention.

도 3은 본 발명의 하천제방 보호시설을 분해한 상태를 나타내는 개념도.3 is a conceptual diagram showing a state in which the riverbank protection facility of the present invention is disassembled.

< 도면의 주요 부분에 대한 간단한 설명 ><Brief description of the main parts of the drawing>

100: 하천제방 200: 보호시설100: river embankment 200: shelter

210: 유실방지패널 220: 침하방지구210: loss prevention panel 220: sinking prevention

230: 밀림방지구 240: 지지말뚝230: jungle protection 240: support pile

본 발명은, 하천제방의 유실을 방지하도록 제방의 내부에 설치되는 하천제방의 보호시설에 있어서, 상기 하천제방의 보호시설은 제방의 내측에 유실방지패널을 설치하고, 상기 유실방지패널의 전면과 후면에 침하방지구와 밀림방지구, 지지말뚝을 체결시켜 하천제방을 보호하도록 구성되는 한편, 상기 유실방지패널은, 사각패널 형태로 구성되고, 전면과 후면에는 ㄱ자형 패널이 양측으로 구성되어 체결홈을 여러개 형성하며, 중간에는 관통홀을 구성하고, 상기 침하방지구는, T자형 패널로 구성되어 단측에는 절곡부가 형성되며, 상기 밀림방지구는, T자형 패널로 구성되어 단측양쪽에는 관통홀이 형성되고, 상기 지지말뚝은, 원형기둥으로 하부는 뾰쪽한 형태로 구성되어, 상기 밀림방지구의 관통홀에 삽입시켜 제방의 내부를 보강하는 것을 특징으로 하는 하천제방의 보호시설을 제공한다.The present invention, in the protection of the river bank is installed inside the bank to prevent the loss of the river bank, the protection of the river bank is provided with a loss prevention panel on the inside of the bank, and the front of the loss prevention panel In order to protect the river banks by fastening the sinking prevention device, the jungle prevention device, and the support pile on the rear side, the loss prevention panel is configured in the form of a square panel, and the A-shaped panel is formed on both sides in the front and rear. Form a plurality of, the middle of the through hole, the sinking prevention device is composed of the T-shaped panel, the bent portion is formed on one end, the rolling prevention device is composed of the T-shaped panel, the through hole is formed on both sides of the , The support pile is formed in a circular shape, the lower portion is a pointed form, characterized in that to insert into the through-hole of the rolling protection to reinforce the inside of the embankment. Providing asylum to the river banks.

이하, 첨부도면을 참조하여 본 발명의 구성을 설명한다.Hereinafter, the configuration of the present invention with reference to the accompanying drawings.

도 2는 본 발명의 하천제방 보호시설을 설치한 상태를 나타내는 단면도이다.Figure 2 is a cross-sectional view showing a state installed riverbank protection facility of the present invention.

하천제방(100)에는 자연재해로 인한 제방의 붕괴를 예방하기 위하여, 보호시설(200)인 유실방지패널(210), 침하방지구(220), 밀림방지구(230), 지지말뚝(240)을 설치한다.In order to prevent the collapse of the embankment due to natural disasters, the river embankment 100 includes a loss prevention panel 210, a settlement prevention device 220, a jungle protection device 230, and a support pile 240 that are protection facilities 200. Install it.

상기 하천제방 보호시설(200)에 있어서, 상기 유실방지패널(210) 전면에는 침하방지구(220)가 설치되어 제방 법면의 토사 붕괴를 방지하고, 상기 밀림방지구(230)에는 지지말뚝(240)이 보강되어 제방의 붕괴 한계를 미연 예방할 수 있게 된다.In the river embankment protection facility 200, the loss prevention panel 210 is installed on the front of the loss prevention panel 210 to prevent the earth and sand collapse of the embankment surface, the support pile 240 in the jungle prevention port 230 ) Can be reinforced to prevent the collapse of the dike.

도 3은 본 발명의 하천제방 보호시설을 분해한 상태를 나타내는 개념도로서, 상기 하천제방 보호시설은 유실방지패널(210), 침하방지구(220), 밀림방지구(230), 지지말뚝(240)으로 구성된다.3 is a conceptual view showing a state of disassembling the river embankment protection facility of the present invention, the river embankment protection facility is a loss prevention panel 210, settlement settlement 220, jungle protection 230, support pile 240 It is composed of

상기 유실방지패널(210)은, 사각패널 형태로 구성되고, 전면과 후면에는 ㄱ자형 패널이 양측으로 구성되어 체결홈(211)을 여러개 형성하며, 중간에는 관통홀(212)을 구성하고,The loss prevention panel 210 is configured in the form of a square panel, the front and rear of the L-shaped panel is composed of both sides to form a plurality of fastening grooves 211, in the middle constitutes a through hole 212,

상기 침하방지구(220)는, T자형 패널로 구성되어 단측에는 절곡부가 형성되며,The anti-sedimentation outlet 220 is formed of a T-shaped panel is formed with a bent portion at one end,

상기 밀림방지구(230)는, T자형 패널로 구성되어 단측양쪽에는 관통홀(212)이 형성되고,The rolling prevention device 230 is composed of a T-shaped panel, the through-hole 212 is formed on both sides of the end,

상기 지지말뚝(240)은, 원형기둥으로 하부는 뾰쪽한 형태(241)로 구성되어, 상기 밀림방지구(230)의 관통홀(212)에 삽입된다.The support pile 240 is composed of a circular shape, the lower portion of the pointed shape 241, is inserted into the through-hole 212 of the rolling prevention device 230.

상술한 설명에서 알 수 있듯이, 본 발명의 하천제방 보호시설은, 제방의 내부에 보강설치되어 대홍수나 우시기에 제방의 붕괴를 미연에 방지하여 수해피해를 예방할 수 있게 한다.As can be seen from the above description, the river embankment protection facility of the present invention is reinforcement installed inside the dike to prevent flood damage by preventing the collapse of the dike in the event of flooding or rainy season.

상술한 본 발명의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.

본 발명의 하천제방의 보호시설은, 하천제방의 내부에 보호시설을 구축하여 대홍수나 우시기 발생될 수 있는 제방의 유실을 미연에 방지토록 하여, 국가적, 개인적 재산피해를 방지하는 탁월한 효과를 얻을 수 있도록 한다.The protection facility of the river embankment of the present invention establishes a protection facility inside the river embankment to prevent the loss of the embankment, which may be caused by a flood or rainy season, to obtain an excellent effect of preventing national and personal property damage. To help.

Claims (1)

하천제방의 유실을 방지하도록 제방의 내부에 설치되는 하천제방의 보호시설(200)에 있어서,In the protection facility 200 of the river bank installed inside the bank to prevent the loss of the river bank, 상기 하천제방의 보호시설(200)은 제방의 내측에 유실방지패널(210)을 설치하고, 상기 유실방지패널(210)의 전면과 후면에 침하방지구(220)와 밀림방지구(230), 지지말뚝(240)을 체결시켜 하천제방(100)을 보호하도록 구성되는 한편,The protection facility 200 of the river dike is provided with a loss prevention panel 210 on the inner side of the dike, and the settlement prevention hole 220 and the jungle prevention 230 on the front and rear of the loss prevention panel 210, While fastening the support pile 240 is configured to protect the river bank 100, 상기 유실방지패널(210)은, 사각패널 형태로 구성되고, 전면과 후면에는 ㄱ자형 패널이 양측으로 구성되어 체결홈(211)을 여러개 형성하며, 중간에는 관통홀(212)을 구성하고,The loss prevention panel 210 is configured in the form of a square panel, the front and rear of the L-shaped panel is composed of both sides to form a plurality of fastening grooves 211, in the middle constitutes a through hole 212, 상기 침하방지구(220)는, T자형 패널로 구성되어 단측에는 절곡부가 형성되며,The anti-sedimentation outlet 220 is formed of a T-shaped panel is formed with a bent portion at one end, 상기 밀림방지구(230)는, T자형 패널로 구성되어 단측양쪽에는 관통홀(212)이 형성되고,The rolling prevention device 230 is composed of a T-shaped panel, the through-hole 212 is formed on both sides of the end, 상기 지지말뚝(240)은, 원형기둥으로 하부는 뾰쪽한 형태(241)로 구성되어, 상기 밀림방지구(230)의 관통홀(212)에 삽입시켜 제방의 내부를 보강하는 것을 특징으로 하는 하천제방의 보호시설.The support pile 240 is composed of a circular column, the lower portion of the pointed shape 241, inserted into the through-hole 212 of the rolling prevention port 230 to reinforce the inside of the river Dike Shelter.
KR10-2004-0033827A 2004-05-13 2004-05-13 An bankment protection equipment of river KR100452154B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR10-2004-0033827A KR100452154B1 (en) 2004-05-13 2004-05-13 An bankment protection equipment of river

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR10-2004-0033827A KR100452154B1 (en) 2004-05-13 2004-05-13 An bankment protection equipment of river

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR20-2004-0013290U Division KR200358562Y1 (en) 2004-05-13 2004-05-13 An bankment protection equipment of river

Publications (2)

Publication Number Publication Date
KR20040052900A KR20040052900A (en) 2004-06-23
KR100452154B1 true KR100452154B1 (en) 2004-10-20

Family

ID=37346460

Family Applications (1)

Application Number Title Priority Date Filing Date
KR10-2004-0033827A KR100452154B1 (en) 2004-05-13 2004-05-13 An bankment protection equipment of river

Country Status (1)

Country Link
KR (1) KR100452154B1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100577846B1 (en) * 2005-09-26 2006-05-10 주식회사 남원건설엔지니어링 It is as a parent environment-basis breast installation structure
KR100593186B1 (en) * 2005-11-11 2006-07-03 주식회사 한경 Eco-friendly retaining wall
KR100716561B1 (en) * 2007-02-28 2007-05-09 주식회사유신코퍼레이션 Protector for part erosion prevention installed at curved surface of watercourse

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH037499A (en) * 1989-06-05 1991-01-14 Sharp Corp Acoustic equipment
JPH0657723A (en) * 1992-07-24 1994-03-01 Off Maccaferri Spa Element member for forming structure covering ground surface and preparation thereof
KR200261318Y1 (en) * 2001-04-11 2002-01-24 윤여원 Rapid Construction Structure of Reinforced Earth Retaining Wall Using H Piles
KR200338784Y1 (en) * 2003-09-04 2004-01-24 (주) 녹지원 Reinforceing stone wall having a possible planting trees
KR200350625Y1 (en) * 2004-03-03 2004-05-13 박갑수 Water nozzle for fire fighting

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH037499A (en) * 1989-06-05 1991-01-14 Sharp Corp Acoustic equipment
JPH0657723A (en) * 1992-07-24 1994-03-01 Off Maccaferri Spa Element member for forming structure covering ground surface and preparation thereof
KR200261318Y1 (en) * 2001-04-11 2002-01-24 윤여원 Rapid Construction Structure of Reinforced Earth Retaining Wall Using H Piles
KR200338784Y1 (en) * 2003-09-04 2004-01-24 (주) 녹지원 Reinforceing stone wall having a possible planting trees
KR200350625Y1 (en) * 2004-03-03 2004-05-13 박갑수 Water nozzle for fire fighting

Also Published As

Publication number Publication date
KR20040052900A (en) 2004-06-23

Similar Documents

Publication Publication Date Title
US20070253784A1 (en) Harrison hurricane pulse and tsunami duty protective seawalls (HHTPS) which are constructed of permanent, heavily steel rebar reinforced concrete, with the seawall foundations driven down to ground rock refusal every 30 feet, or less or more, of seawall horizontal length
KR101005531B1 (en) Overflowing prevention device using buoyancy body
KR100452154B1 (en) An bankment protection equipment of river
JP2011047150A (en) Portable water-overflow preventing device
KR200358562Y1 (en) An bankment protection equipment of river
JP5508306B2 (en) Levitation breakwater
JP2014141777A (en) Underground steel bearing wall structure and method for constructing the same
KR101306019B1 (en) Overflow prevention structure and installation method therof
JP2011214254A (en) Reinforcing structure of banking
KR200318120Y1 (en) Slope protection structure of river using rectangular block and stair-shaped block
KR100541841B1 (en) Conclusion structure of a river bank block
KR100696066B1 (en) Retaining wall for preventive corrosion
JPH11256609A (en) Uplift prevention method of structure and uplift prevention construction
KR200350402Y1 (en) Ecological embankment construction of river
KR200361585Y1 (en) Key block mounting structure for embankment
KR100523317B1 (en) Bank wall mount structure using cylindrical fish case block to protect river ecosystem
KR100545923B1 (en) The flow velocity reduction institution installation structure of the river side
KR100467288B1 (en) An embankment construction
KR200367345Y1 (en) An ecosystem protect breast wall for river
KR100576181B1 (en) Ecological embankment construction for river
JP2014145233A (en) Gravity-type breakwater
JP2012046908A (en) Bank protection retaining wall structure
JP2014009491A (en) Rock fall prevention structure
KR101035133B1 (en) Block assembly for revetment and constructing method thereof
KR100642481B1 (en) Flooding protection structure of road and house of river overflow

Legal Events

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

Payment date: 20120928

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20130930

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20140930

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20151102

Year of fee payment: 12

FPAY Annual fee payment

Payment date: 20171010

Year of fee payment: 14

FPAY Annual fee payment

Payment date: 20190930

Year of fee payment: 16