KR200352904Y1 - Embankment block structure of slope of river - Google Patents
Embankment block structure of slope of river Download PDFInfo
- Publication number
- KR200352904Y1 KR200352904Y1 KR20-2004-0006128U KR20040006128U KR200352904Y1 KR 200352904 Y1 KR200352904 Y1 KR 200352904Y1 KR 20040006128 U KR20040006128 U KR 20040006128U KR 200352904 Y1 KR200352904 Y1 KR 200352904Y1
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- KR
- South Korea
- Prior art keywords
- slope
- river
- blocks
- block
- river bank
- Prior art date
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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
- 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
- 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
- E02B3/16—Sealings or joints
-
- 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
Abstract
본 고안은 하천 제방의 비탈면 법면 보호공에 관한 것으로, 특히 법면 블록의 상호간에 체결이 견고하게 이루어져 우기시나 대홍수시에 법면의 붕괴를 방지함과 아울러, 안전 확보를 위한 하천 제방 비탈면 법면 보호공 설치구조에 관한 것이다.The present invention relates to a slope protection surface slope of river banks, in particular, the fastening of the surface blocks between each other to prevent the collapse of the surface during rainy season or flooding, and to install a river bank slope slope protection for safety It's about structure.
본 고안은, 하천 제방의 비탈면 보호공에 있어서, 하천 제방의 비탈면에는 다수개의 법면 블록이 가로 및 세로 방향으로 연장되록 설치되는 한편, 상기 법면 블록(200)200')에는, 일측과 타측 및 하부면에 각각 체결부 틀(210)과 체결부 홈(220) 및 미끄럼 방지 요철(230)이 형성되고, 상기 법면 블록(200')에는, 중앙에 앵커 설치홀(240')이 형성되어 고정 앵커(500)가 관통되어 고정되며, 기초 옹벽(100)이 설치된 비탈면(S)에는, 그 기초 옹벽(100)과 밀착되어 다수개의 법면 블록(200)(200')이 안착되는 것을 특징으로 하는 하천 제방 비탈면 법면 보호공 설치구조를 제공한다.In the present invention, in the slope protection hole of the river bank, a plurality of law blocks are installed on the slope of the river bank so as to extend in the horizontal and vertical directions, while the one side, the other side, and the bottom of the surface block (200, 200 ') are provided. The fastening part frame 210, the fastening part groove 220, and the anti-slip unevenness 230 are formed in the surface, respectively, and the anchor block 200 'is formed in the center block 200', and the fixed anchor is formed in the center. The river 500, which is penetrated and fixed, is in close contact with the foundation retaining wall 100 on which the foundation retaining wall 100 is installed, and the plurality of lawful blocks 200 and 200 'are seated. Provides an embankment slope surface protector installation structure.
Description
본 고안은 하천 제방의 비탈면 법면 보호공에 관한 것으로, 특히 법면 블록의 상호간에 체결이 견고하게 이루어져 우기시나 대홍수시에 법면의 붕괴를 방지함과 아울러, 안전 확보를 위한 하천 제방 비탈면 법면 보호공 설치구조에 관한 것이다.The present invention relates to a slope protection surface slope of river banks, in particular, the fastening of the surface blocks between each other to prevent the collapse of the surface during rainy season or flooding, and to install a river bank slope slope protection for safety It's about structure.
우리나라의 대부분의 하천 제방 비탈면에는 콘크리트로 제작된 법면 블록이 안착되는 경우가 많고, 이는 우기시 발생되는 홍수에 의해 하천 제방의 비탈면의 붕괴를 최대한 예방하기 위함이다.In most of the river bank slopes, concrete blocks made of concrete are often settled. This is to prevent the collapse of the river bank slope due to flooding during the rainy season.
상기 하천 제방의 비탈면 측에는, 도로가 형성되는 경우가 많다.A road is often formed in the inclined surface side of the said river bank.
그러나, 도 1에서 알 수 있듯이, 하천(R)에는 측면 비탈면(20)과 접하는 위치에 기초 옹벽(10)이 설치되고, 그 측면 비탈면(20)에는 법면 블록(30)이 설치된다.However, as can be seen in FIG. 1, the base retaining wall 10 is provided at the position in contact with the side slope 20 on the river R, and the front face block 30 is provided on the side slope 20.
상기 비탈면(20)은, 우기시 법면 블록(30)이 도면과 같이 연결 이음부에 대한 결속력이 약하여 손쉽게 이탈되어 비탈면(20)의 붕괴라는 문제점이 발생되고, 그로 인하여 대형의 인명 손실 및 재산 손실이 발생된다.The slope 20 has a problem in that the slope of the slope surface 20 is easily collapsed due to the weak binding force to the connecting joint portion as shown in the figure when the rainy season, as shown in the figure, resulting in large loss of life and property loss Is generated.
본 고안은 상술한 문제점을 감안하여, 본 고안은, 하천 제방의 비탈면에 설치되는 법면 블록 간의 체결이 견고하여 우기시 대홍수에 따른 법면 블록의 이탈을 방지하므로 재방의 붕괴를 방지함과 아울러, 매년 발생되던 재산 피해 및 인명 피해를 최대한 예방할 수 있도록 하는 하천 제방 비탈면 법면 보호공 설치구조를 제공함을 그 목적으로 한다.The present invention, in view of the above-described problems, the present invention, because the fastening between the blocks installed on the slope of the river banks to prevent the departure of the block of the block due to the heavy rain during the rainy season prevents the collapse of the return and every year Its purpose is to provide a river bank slope slope protector installation structure that can prevent the damage to property and life caused to the maximum.
도 1은 일반적인 하천 제방 비탈면에 설치된 법면 블록의 문제점을 나타내는 도면.BRIEF DESCRIPTION OF THE DRAWINGS The figure which shows the problem of the surface block installed in the common river bank slope.
도 2는 본 고안의 법면 블록의 분해 상태를 나타내는 도면.2 is a view showing an exploded state of the front block of the present invention.
도 3은 본 고안의 법면 블록의 조립 상태를 나타내는 도면.3 is a view showing an assembled state of the front block of the present invention.
도 4는 본 고안의 법면 블록이 하천 제방 비탈면에 설치된 사용 상태도.Figure 4 is a state of use of the block installed in the slope of the river bank slope of the present invention.
< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>
100: 기초 옹벽 200,200': 법면 블록100: foundation retaining wall 200,200 ': frontal block
210: 체결부 틀 220: 체결부 홈210: fastening portion frame 220: fastening portion groove
230: 미끄럼 방지 요철 240': 앵커 설치홀230: non-slip unevenness 240 ': anchor mounting hole
500: 고정 앵커500: fixed anchor
본 고안은 상술한 목적 달성을 위해, 본 고안은, 하천 제방의 비탈면 보호공에 있어서, 하천 제방의 비탈면에는 다수개의 법면 블록이 가로 및 세로 방향으로 연장되록 설치되는 한편, 상기 법면 블록에는, 일측과 타측 및 하부면에 각각 체결부 틀과 체결부 홈 및 미끄럼 방지 요철이 형성되고, 상기 법면 블록에는, 중앙에 앵커 설치홀이 형성되어 고정 앵커가 관통되어 고정되며, 기초 옹벽이 설치된 비탈면에는, 그 기초 옹벽과 밀착되어 다수개의 법면 블록이 안착되는 것을 특징으로 하는 하천 제방 비탈면 법면 보호공 설치구조를 제공한다.The present invention, in order to achieve the above object, the present invention, in the slope protection hole of the river bank, the slope surface of the river bank is provided so that a plurality of the surface blocks are extended in the horizontal and vertical direction, while the one side to the surface block, On the other side and the lower surface, respectively, a fastening part frame, a fastening part groove and an anti-slip unevenness are formed, and an anchor installation hole is formed in a center of the front surface block, and a fixing anchor penetrates and is fixed, It provides a river bank slope slope surface protection ball installation structure, characterized in that the surface is in close contact with the foundation retaining wall is seated a plurality of surface blocks.
이하, 첨부 도면을 참조하여 본 고안의 법면 블록의 체결 구조를 상세하게 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail the fastening structure of the front block of the subject innovation.
도 2는 본 고안의 법면 블록의 분해 상태를 나타내는 도면이고, 도 3은 본 고안의 법면 블록의 조립 상태를 나타내는 도면이다.2 is a view showing an exploded state of the front block of the present invention, Figure 3 is a view showing an assembled state of the front block of the present invention.
법면 블록(200)(200')은, 콘크리트로 제작되고, 일반 법면용과 앵커 설치용으로 2개가 연속적으로 결합되는 형태로 설치된다.The front surface blocks 200 and 200 'are made of concrete, and are installed in a form in which two are continuously coupled for a general surface surface and an anchor installation.
상기 법면 블록(200)200')에는, 일측과 타측 및 하부면에 각각 체결부 틀(210)과 체결부 홈(220) 및 미끄럼 방지 요철(230)이 형성되어, 다수개의 법면 블록(200)(200')이 길이방향 및 폭 방향으로 연장설치된다.The front surface block 200 and 200 ′, the fastening portion frame 210, the fastening portion groove 220 and the anti-slip irregularities 230 are formed on one side, the other side and the lower surface, respectively, a plurality of surface blocks 200 200 'is extended in the longitudinal direction and the width direction.
상기 법면 블록(200')에는, 중앙에 앵커 설치홀(240')이 형성되어 고정 앵커(500)가 관통되어 고정되게 된다.An anchor installation hole 240 'is formed at the center of the front surface block 200' so that the fixing anchor 500 penetrates and is fixed.
상기 법면 블록(200)200')은, 체결부 틀(210)이 ㄷ자 형태로 절곡되도록 형성되고, 체결부 홈(220)이 ㄷ자 홈 형태로 형성된다.The front surface blocks 200 and 200 ′ are formed such that the fastening part frame 210 is bent in a C shape, and the fastening part groove 220 is formed in a C shape.
도 4는 본 고안의 법면 블록이 하천 제방 비탈면에 설치된 사용 상태도로서,기초 옹벽(100)이 설치된 비탈면(S)에는, 그 기초 옹벽(100)과 밀착되어 다수개의 법면 블록(200)(200')이 안착되고, 그 법면 블록(200)(200')은, 가로 및 세로 방향으로 다수개의 법면 블록(200)(200')이 상호 결합되는 형태로 설치된다.4 is a state diagram in which the normal block of the present invention is installed on the river bank slope, and the slope surface S on which the base retaining wall 100 is installed is closely attached to the foundation retaining wall 100 and is provided with a plurality of front surface blocks 200 and 200 '. ) Is seated, and the front surface blocks 200 and 200 'are installed in such a manner that a plurality of front surface blocks 200 and 200' are coupled to each other in the horizontal and vertical directions.
상술한 구성에서 알 수 있듯이, 상기 하천 제방의 비탈면에는, 법면 블록(200)(200')이 밀착되어 안착되는 한편, 그 법면 블록(200')의 중앙에 고정 앵커(500)가 관통되어 비탈면(S)에 설치된다.As can be seen from the above-described configuration, the surface blocks 200 and 200 'are closely attached to the slope surfaces of the river banks, while the fixing anchor 500 penetrates through the center of the surface blocks 200' and slopes. It is installed in (S).
상기 법면 블록(200)(200')은, 상호 이음부면이 견고하게 체결되는 관계로, 우기시 체결부 틀(210)에 의해 배수 처리가 되어 안전을 확보하게 된다.The front surface blocks 200 and 200 ′ are secured by the fastening part frame 210 during the rainy season because the joint surfaces are firmly fastened to each other.
상술한 본 고안의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.
본 고안의 법면 블록 체결 구조는, 법면에 대한 보호공을 형성함에 있어 법면 블록 상호간의 체결력을 극대화할 수 있는 구조로 설치되는 관계로 우기시 대홍수에 따른 법면의 붕괴를 최대한 예방할 수 있는 효과를 가지고, 그로 인하여 하천 제방의 붕괴에 따른 재산 피해 및 인명 피해를 사전에 방지하여 안전을 확보할 수 있는 효과를 가진다.The front block fastening structure of the present invention has the effect of preventing the collapse of the surface due to the great flood during the rainy season, since it is installed in a structure that can maximize the fastening force between the surface blocks in forming the protection hole for the surface. Therefore, it has the effect of securing safety by preventing property damages and life damages caused by the collapse of river banks.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0006128U KR200352904Y1 (en) | 2004-03-08 | 2004-03-08 | Embankment block structure of slope of river |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0006128U KR200352904Y1 (en) | 2004-03-08 | 2004-03-08 | Embankment block structure of slope of river |
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| Publication Number | Publication Date |
|---|---|
| KR200352904Y1 true KR200352904Y1 (en) | 2004-06-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2004-0006128U KR200352904Y1 (en) | 2004-03-08 | 2004-03-08 | Embankment block structure of slope of river |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100593692B1 (en) | 2006-03-27 | 2006-07-03 | 벽산엔지니어링주식회사 | Sliding protection structure of base rock of road slope |
-
2004
- 2004-03-08 KR KR20-2004-0006128U patent/KR200352904Y1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100593692B1 (en) | 2006-03-27 | 2006-07-03 | 벽산엔지니어링주식회사 | Sliding protection structure of base rock of road slope |
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