KR200361598Y1 - Safeguard block of embankment for river - Google Patents
Safeguard block of embankment for river Download PDFInfo
- Publication number
- KR200361598Y1 KR200361598Y1 KR20-2004-0015462U KR20040015462U KR200361598Y1 KR 200361598 Y1 KR200361598 Y1 KR 200361598Y1 KR 20040015462 U KR20040015462 U KR 20040015462U KR 200361598 Y1 KR200361598 Y1 KR 200361598Y1
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- KR
- South Korea
- Prior art keywords
- concrete
- embankment
- staircase
- protection block
- river
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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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- 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
-
- 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
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
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)
- Chemical & Material Sciences (AREA)
- Crystallography & Structural Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Revetment (AREA)
Abstract
본 고안은 하천 제방 계단식 법면 보호블럭에 관한 것으로서, 특히 법면의 붕괴를 예방하므로 제방의 붕괴로 인한 대형 사고를 미연에 방지할 수 있는 하천 제방 계단식 법면 보호블럭에 관한 것이다.The present invention relates to a river embankment stepped surface protection block, and more particularly to a river embankment stepped surface protection block that prevents the collapse of the bank surface and can prevent a large accident due to the collapse of the bank.
본 고안은, 하천 제방의 법면 보호블럭에 있어서, 상기 제방에는 법면의 하부에서 부터 세굴방지용 돌망태와 기초 콘크리트가 연접되도록 설치되는 한편, 상기 제방에는 법면 상부에 계단식으로 비빔 콘크리트가 타설되어 콘크리트 계단층이 형성되고, 상기 콘크리트 계단층에는 상부에 계단 피.씨 콘크리트가 안착되어 밀착되며, 상기 계단 피.씨 콘크리트에는 제일 상부에 상단부 피.씨 콘크리트가 안착되어 고정 앵커로 체결 고정되어 마감되는 계단식 법면 보호블럭이 설치됨을 특징으로 하는 하천 제방 계단식 법면 보호블럭을 제공한다.The present invention, in the surface protection block of the river bank embankment is installed so that the scour prevention gabion and the foundation concrete is connected from the lower surface of the embankment, while the beam is stepped on the surface of the concrete beam stair stepped concrete It is formed, the concrete staircase layer is placed on the top of the staircase P. concrete is in close contact, the staircase p. It provides a river embankment stepped surface protection block characterized in that the protection block is installed.
Description
본 고안은 하천 제방 계단식 법면 보호블럭에 관한 것으로서, 특히 세굴방지용 돌망태, 기초 콘크리트, 콘크리트 계단층, 계단 피.씨 콘크리트 및 상단 피.씨 콘크리트를 사용하여 법면의 붕괴를 예방하므로 제방의 붕괴로 인한 대형 사고를 미연에 방지할 수 있는 하천 제방 계단식 법면 보호블럭에 관한 것이다.The present invention relates to a river bank embankment staircase protection block, in particular, to prevent the collapse of the embankment due to the use of scour-preventing gabions, foundation concrete, concrete staircase, staircase P. C. concrete and upper P. C. concrete The present invention relates to a river bank staircase stairwell protection block that can prevent a large accident in advance.
일반적으로 하천의 일측 또는 양측에는 토사를 쌓아 제방이 시공되는 바, 상기 제방은 붕괴의 위험을 항상 안고 있는 실정이다.In general, one side or both sides of the river is piled up the earth and the dike is constructed, the dike is always in danger of collapse.
특히, 상기 제방에 법면 보호 블럭이 설치되기도 하지만, 대홍수 등 자연 재해에 따라 붕괴가 빈번하게 일어나고, 그로 인한 누수로 인하여 제방이 붕괴되는 등 대형의 수해 피해를 발생시키는 실정이다.In particular, although the surface protection block is installed on the embankment, collapse occurs frequently due to natural disasters such as a great flood, and the situation causes large flood damage such as the dike collapsed due to the leakage.
본 고안은 상술한 문제점을 감안하여, 본 고안은, 세굴방지용 돌망태, 기초 콘크리트, 콘크리트 계단층, 계단 피.씨 콘크리트 및 상단 피.씨 콘크리트를 사용하여 법면의 붕괴를 예방하므로 제방의 붕괴로 인한 대형 사고를 미연에 방지할 수 있는 하천 제방 계단식 법면 보호블럭을 제공함을 그 목적으로 한다.The present invention in view of the above-described problems, the present invention, using the scour prevention gabion, foundation concrete, concrete staircase, staircase P. C. concrete and top P. C. concrete to prevent the collapse of the surface, due to the collapse of the embankment Its purpose is to provide a river embankment stairway protection block that can prevent large accidents in advance.
도 1은 본 고안의 하천 제방 계단식 법면 보호블럭의 설치단면을 나타내는 도면.1 is a view showing the installation cross-section of the river embankment stairway surface protection block of the present invention.
도 2는 본 고안의 하천 제방 계단식 법면 보호블럭의 분해 상태를 나타내는 도면.Figure 2 is a view showing an exploded state of the river embankment stepped surface protection block of the present invention.
< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>
100: 제방 200: 세굴방지용 돌망태100: dike 200: scour gabion
300: 기초 콘크리트 400: 콘크리트 계단층300: foundation concrete 400: concrete staircase
500: 계단 피.씨 콘크리트 600: 상단 피.씨 콘크리트500: staircase p.seed concrete 600: top p.seed concrete
700: 고정 앵커700: fixed anchor
본 고안은 상술한 목적 달성을 위해, 본 고안은, 하천 제방의 법면 보호블럭에 있어서, 상기 제방에는 법면의 하부에서 부터 세굴방지용 돌망태와 기초 콘크리트가 연접되도록 설치되는 한편, 상기 제방에는 법면 상부에 계단식으로 비빔 콘크리트가 타설되어 콘크리트 계단층이 형성되고, 상기 콘크리트 계단층에는 상부에 계단 피.씨 콘크리트가 안착되어 밀착되며, 상기 계단 피.씨 콘크리트에는 제일 상부에 상단부 피.씨 콘크리트가 안착되어 고정 앵커로 체결 고정되어 마감되는 계단식 법면 보호블럭이 설치됨을 특징으로 하는 하천 제방 계단식 법면 보호블럭을 제공한다.The present invention is to achieve the above object, the present invention, in the protection surface of the river bank embankment, the dike is installed so as to connect the base concrete with the scour prevention gabion from the bottom of the surface, while the embankment in the upper surface Bibim concrete is poured in a stepped manner to form a concrete staircase, and the concrete staircase is placed on the upper part of the p. It provides a river embankment stepped surface protection block characterized in that the stepped surface protection block is fastened and fixed with a fixed anchor is installed.
이하, 첨부 도면을 참조하여 본 고안의 구성을 설명한다.Hereinafter, with reference to the accompanying drawings will be described the configuration of the present invention.
도 1은 본 고안의 하천 제방 계단식 법면 보호블럭의 설치단면을 나타내는 도면이고, 도 2는 본 고안의 하천 제방 계단식 법면 보호블럭의 분해 상태를 나타내는 도면이다.1 is a view showing the installation cross-section of the river embankment stepped surface protection block of the present invention, Figure 2 is a view showing the disassembled state of the river embankment stepped surface protection block of the present invention.
제방(100)에는 법면을 중심으로 계단식 법면 보호블럭(900)이 설치되는 한편, 상기 제방(100)에는 제일 하부에 세굴 방지용 돌망태(200)와 기초 콘크리트(300)가 형성되고, 상기 기초 콘크리트(300)에는 법면과 밀착되도록 콘크리트 계단층(400)이 형성된다.The embankment 100 is provided with a stepped surface protection block 900 around the legal surface, while the embankment 100 has a scour prevention gabion 200 and a foundation concrete 300 formed at the bottom thereof, and the foundation concrete ( The concrete staircase layer 400 is formed at 300 to be in close contact with the normal surface.
상기 콘크리트 계단층(400)에는 상부에 90°각도로 절곡된 계단 피.씨(PRECAST CONCRETE; 프리캐스트 콘크리트) 콘크리트(400)가 설치되고, 상기 계단 피.씨 콘크리트(500)에는 제일 상부에 상단부 피.씨 콘크리트(600)가 고정 앵커(700)에 의해 상부에 결합된다.Precast concrete (400) concrete 400 bent at an angle of 90 degrees at the top is installed on the concrete staircase 400, the staircase P. concrete 500 is the upper portion at the top P. C concrete 600 is coupled to the top by a fixing anchor 700.
상기 상단부 피.씨 콘크리트(600)는 격자형 형태로, 2개의 앵커홀(610)이 길이방향으로 형성되고, 그 앵커홀(610)에 고정 앵커(700)가 체결되어 고정된다.The upper PPC concrete 600 has a lattice shape, and two anchor holes 610 are formed in a longitudinal direction, and a fixing anchor 700 is fastened and fixed to the anchor holes 610.
상기 콘크리트 계단층(400)은 비빔 콘크리트가 타설되고, 그 상부에 계단 피.씨 콘크리트(500)가 안착된다.The concrete staircase layer 400 is bibim concrete is poured, the staircase P. concrete 500 is mounted on the top.
상술한 계단식 법면 보호블럭(900)은, 제방(100)의 법면에 설치되어 법면의 토사 붕괴를 예방할 수 있게 된다.The stepped surface protection block 900 described above is installed on the surface of the embankment 100 to prevent the earth and sand collapse of the surface.
상술한 본 고안의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.
본 고안의 계단식 법면 보호블럭은, 세굴방지용 돌망태, 기초 콘크리트, 콘크리트 계단층, 계단 피.씨 콘크리트 및 상단 피.씨 콘크리트를 사용하여 법면의 붕괴를 예방하므로 제방의 붕괴로 인한 대형 사고를 미연에 방지할 수 있는 효과를 얻을 수 있다.The stepped surface protection block of the present invention uses a scour-preventing gabion, foundation concrete, concrete staircase, staircase P.seed concrete and upper P.seed concrete to prevent the collapse of the surface. The effect can be prevented.
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KR20-2004-0015462U KR200361598Y1 (en) | 2004-06-03 | 2004-06-03 | Safeguard block of embankment for river |
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KR20-2004-0015462U KR200361598Y1 (en) | 2004-06-03 | 2004-06-03 | Safeguard block of embankment for river |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20160064745A (en) | 2014-11-28 | 2016-06-08 | 주식회사 로드맥스 엔지니어링 | Prefabricated multifunction safety step constructed at slope |
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2004
- 2004-06-03 KR KR20-2004-0015462U patent/KR200361598Y1/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20160064745A (en) | 2014-11-28 | 2016-06-08 | 주식회사 로드맥스 엔지니어링 | Prefabricated multifunction safety step constructed at slope |
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