KR200361585Y1 - Key block mounting structure for embankment - Google Patents

Key block mounting structure for embankment Download PDF

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Publication number
KR200361585Y1
KR200361585Y1 KR20-2004-0015342U KR20040015342U KR200361585Y1 KR 200361585 Y1 KR200361585 Y1 KR 200361585Y1 KR 20040015342 U KR20040015342 U KR 20040015342U KR 200361585 Y1 KR200361585 Y1 KR 200361585Y1
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KR
South Korea
Prior art keywords
key
key block
embankment
river
river bank
Prior art date
Application number
KR20-2004-0015342U
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Korean (ko)
Inventor
노만영
Original Assignee
주식회사 만영엔지니어링
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Priority to KR20-2004-0015342U priority Critical patent/KR200361585Y1/en
Application granted granted Critical
Publication of KR200361585Y1 publication Critical patent/KR200361585Y1/en

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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
    • E02B3/129Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
    • 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
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • 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
    • E02B3/16Sealings or joints
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/205Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Revetment (AREA)

Abstract

본 고안은 하천 제방의 보호용 키블럭에 관한 것으로서, 특히 하천 제방의 일측면에 키블럭을 설치하여 효율적으로 하천 제방의 법면을 보호함과 아울러, 농경지 침수의 근본적인 문제를 해결하고자 하는 하천 제방 보호용 키블록 설치구조에 관한 것이다.The present invention relates to a key block for the protection of river banks, in particular, by installing a key block on one side of the river bank to efficiently protect the river bank of the bank embankment, as well as to solve the fundamental problem of flooding the farmland It relates to a block installation structure.

본 고안은, 하천 제방 법면의 보호 구조에 있어서, 상기 제방에는 하부에 격자형으로, 상부에 돌출키가 형성된 기초 콘크리트가 길이방향으로 연장설치되는 한편, 상기 기초 콘크리트에는 상부에 일측과 타측에 돌출키와 키삽입홈이 형성된 키블럭이 법면을 따라 다수개 순차적으로 적층설치됨을 특징으로 하는 하천 제방 보호용 키블록 설치구조를 제공한다.The present invention, in the protection structure of the river bank embankment surface, the base concrete is provided with a lattice at the bottom, the base concrete with a protruding key formed on the upper side extending in the longitudinal direction, while the base concrete protrudes on one side and the other side at the top It provides a key block installation structure for river bank protection, characterized in that the key block formed with the key and the key insertion groove is sequentially stacked in plurality along the law surface.

Description

하천 제방 보호용 키블럭 설치구조{KEY BLOCK MOUNTING STRUCTURE FOR EMBANKMENT}KEY BLOCK MOUNTING STRUCTURE FOR EMBANKMENT}

본 고안은 하천 제방의 보호용 키블럭에 관한 것으로서, 특히 하천 제방의 일측면에 키블럭을 설치하여 효율적으로 하천 제방의 법면을 보호함과 아울러, 농경지 침수의 근본적인 문제를 해결하고자 하는 하천 제방 보호용 키블록 설치구조에 관한 것이다.The present invention relates to a key block for the protection of river banks, in particular, by installing a key block on one side of the river bank to efficiently protect the river bank of the bank embankment, as well as to solve the fundamental problem of flooding the farmland It relates to a block installation structure.

일반적으로 하천에는 제방이 설치되는데, 도 1에서와 같이, 하천(S)의 제방(30)에는 법면 보호 블럭(40)이 시공된다.Generally, a river is provided with a dike, and as shown in FIG. 1, a surface protection block 40 is constructed in the dike 30 of the river S.

그러나, 대홍수시 하천 수위가 상승하게 되면, 법면 보호 블럭(40)의 상부에서 부터 순차적으로 법면 보호 블럭(40)이 이탈되고, 그로 인하여 화살표와 같이 제방(30)에 누수 현상이 발생되어 농경지의 침수 등 막대한 수해 피해가 발생되는 문제점이 있다.However, when the river level rises during the flood, the surface protection block 40 is sequentially released from the top of the surface protection block 40, and as a result, water leakage occurs in the embankment 30 as shown by the arrows, There is a problem that enormous flood damage such as flooding occurs.

본 고안은 상술한 문제점을 감안하여, 본 고안은, 제방의 법면에 키블럭을 설치하여 법면 보호블럭이 견고하게 체결될 수 있는 구조를 구성하며, 그로 인해 농경지 침수 등의 문제를 근본적으로 해결할 수 있도록 하는 하천 제방 보호용 키블럭 설치구조를 제공함을 그 목적으로 한다.The present invention, in view of the above-described problems, the present invention, by installing a key block on the surface of the embankment constitutes a structure in which the surface protection block can be firmly fastened, thereby fundamentally solve problems such as flooding farmland It is an object of the present invention to provide a key block installation structure for protecting a river bank.

도 1은 종래의 하천 제방 법면 보호블럭의 문제점을 나타내는 도면.1 is a view showing a problem of a conventional river bank surface protection block.

도 2는 본 고안의 하천 제방 보호용 키블럭의 사용상태를 나타내는 도면.Figure 2 is a view showing a state of use of the key block for river bank protection of the present invention.

도 3은 본 고안의 키블럭의 상세도.3 is a detailed view of a key block of the present invention.

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

100: 제방 200: 기초 콘크리트100: embankment 200: foundation concrete

500: 키블럭500: key block

본 고안은 상술한 목적 달성을 위해, 본 고안은, 하천 제방 법면의 보호 구조에 있어서, 상기 제방에는 하부에 격자형으로, 상부에 돌출키가 형성된 기초 콘크리트가 길이방향으로 연장설치되는 한편, 상기 기초 콘크리트에는 상부에 일측과 타측에 돌출키와 키삽입홈이 형성된 키블럭이 법면을 따라 다수개 순차적으로 적층설치됨을 특징으로 하는 하천 제방 보호용 키블록 설치구조를 제공한다.The present invention, in order to achieve the above object, the present invention, in the protection structure of the river bank embankment surface, the base concrete is provided with a lattice shape at the bottom, protruding keys formed on the upper side is extended in the longitudinal direction, The foundation concrete provides a key block installation structure for protecting a river bank, characterized in that a plurality of key blocks having protruding keys and key insertion grooves formed on one side and the other side are sequentially stacked along the surface.

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 2는 본 고안의 하천 제방 보호용 키블럭의 사용상태를 나타내는 도면이고, 도 3은 본 고안의 키블럭의 상세도이다.2 is a view showing a state of use of the key block for river bank protection of the present invention, Figure 3 is a detailed view of the key block of the present invention.

하천 제방(100)에는 법면 제일 하부에 기초 콘크리트(200)가 격자형 형태로 설치되고, 상기 기초 콘크리트(200)에는, 그 상부에 길이방향으로 다수개의키블럭(500)이 돌출키(210)에 결합되는 한편, 상기 키블럭(500)은 하부에서 부터 상부로 순차적으로 교차되도록 법면을 따라 설치된다.In the river bank 100, the foundation concrete 200 is installed in a lattice form at the bottom of the front surface, and in the foundation concrete 200, a plurality of key blocks 500 are protruded in the longitudinal direction at the top thereof. While coupled to the key block 500 is installed along the surface so as to sequentially cross from the bottom to the top.

즉, 상기 기초 콘크리트(200)는 격자형으로, 상측에 길이방향으로 돌출키(210)가 형성되어 그 돌출키(210)에 키블럭(500)이 결합되고, 다수개의 키블럭(500)이 순차적으로 적층되도록 설치된다.That is, the basic concrete 200 is a lattice shape, the protrusion key 210 is formed in the longitudinal direction on the upper side, the key block 500 is coupled to the protrusion key 210, a plurality of key blocks 500 are It is installed to be sequentially stacked.

상기 키블럭(500)은, 상부에 돌출키(510)가 형성되고, 하부에 키삽입홈(520)이 형성되는 구조로, 다수개의 키블럭(500)을 적층시, 즉 하단 키블럭의 상부에 적층되는 상단 키블럭은 하단 키블럭 2개의 중심에 교차되도록 설치된다.The key block 500 has a structure in which a protruding key 510 is formed at an upper portion thereof, and a key insertion groove 520 is formed at a lower portion thereof, when a plurality of key blocks 500 are stacked, that is, an upper portion of a lower key block. The upper key block stacked on the upper key blocks is installed to intersect the centers of the lower key blocks.

상술한 바와 같이, 하천의 제방(100)에 대한 토사쌓기를 하고, 상기 제방(100)에는 측면에 기초 콘크리트(200)를 타설하며, 상기 기초 콘크리트(200)에는 키블럭(500)이 돌출키(510)와 키삽입홈(520)이 상호 결속되어 이탈이 없으며, 특히 대홍수시에 외부 수압에 의해서도 이탈되지 않게 된다.As described above, the earth piles on the levee 100 of the river, the foundation concrete 200 is poured on the side of the levee 100, the key block 500 protrudes on the foundation concrete 200 The 510 and the key insertion groove 520 are mutually bound so that there is no deviation, and in particular, the key insertion groove 520 is not separated by external water pressure during a flood.

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

본 고안의 키블럭이 제방 법면에 설치되는 관계로, 법면 보호 구조가 견고하게 체결될 수 있는 구조를 구성되고, 또한 종래의 제방에서 발생되던 농경지 침수 등의 문제를 근본적으로 해결할 수 있는 효과를 얻을 수 있다.Since the key block of the present invention is installed on the embankment surface, the structure of the surface protection structure can be firmly fastened, and the effect of fundamentally solving the problems such as flooding of farmland caused by the conventional embankment can be obtained. Can be.

Claims (1)

하천 제방 법면의 보호 구조에 있어서,In the protection structure of the river bank embankment method, 상기 제방(100)에는 제일 하부에, 격자형 및 상부에 돌출키(210)가 형성된 기초 콘크리트(200)가 길이방향으로 연장설치되는 한편,The base 100 is provided at the bottom of the base concrete 200, the protruding key 210 is formed at the bottom, a lattice shape and the upper portion extending in the longitudinal direction, 상기 기초 콘크리트(200)에는 상부에 일측과 타측에 돌출키(510)와 키삽입홈(520)이 형성된 키블럭(500)이 법면을 따라 다수개 순차적으로 적층설치되는 것을 특징으로 하는 하천 제방 보호용 키블록 설치구조.The foundation concrete 200 is a river bank for protecting the river embankment, characterized in that the key block 500 is formed on one side and the other side of the key block 500 and the key insertion groove 520 is sequentially stacked along the surface. Key block mounting structure.
KR20-2004-0015342U 2004-06-02 2004-06-02 Key block mounting structure for embankment KR200361585Y1 (en)

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KR20-2004-0015342U KR200361585Y1 (en) 2004-06-02 2004-06-02 Key block mounting structure for embankment

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KR20-2004-0015342U KR200361585Y1 (en) 2004-06-02 2004-06-02 Key block mounting structure for embankment

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100519912B1 (en) * 2005-01-19 2005-10-10 (주) 신평엔지니어링종합건축사사무소 Facilities of sound absorption breast of for construction
KR101023690B1 (en) 2010-06-28 2011-03-25 한국건설기술연구원 Revetment block having flow velocity reduction function

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100519912B1 (en) * 2005-01-19 2005-10-10 (주) 신평엔지니어링종합건축사사무소 Facilities of sound absorption breast of for construction
KR101023690B1 (en) 2010-06-28 2011-03-25 한국건설기술연구원 Revetment block having flow velocity reduction function

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