KR20030059670A - Method for laying stone net bags for embankment - Google Patents

Method for laying stone net bags for embankment Download PDF

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Publication number
KR20030059670A
KR20030059670A KR1020020000392A KR20020000392A KR20030059670A KR 20030059670 A KR20030059670 A KR 20030059670A KR 1020020000392 A KR1020020000392 A KR 1020020000392A KR 20020000392 A KR20020000392 A KR 20020000392A KR 20030059670 A KR20030059670 A KR 20030059670A
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South Korea
Prior art keywords
gabion
gabions
embankment
frame
side plates
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KR1020020000392A
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Korean (ko)
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김춘웅
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금강와이어메쉬산업 주식회사
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Priority to KR1020020000392A priority Critical patent/KR20030059670A/en
Publication of KR20030059670A publication Critical patent/KR20030059670A/en

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    • 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
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/08—Structures of loose stones with or without piles
    • 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
    • E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/123—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of stone, concrete or similar stony material
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0208—Gabions

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Revetment (AREA)

Abstract

PURPOSE: A construction method for wire cylinders of an embankment is provided to prevent the loess of a wire cylinder and to improve the safety of an embankment. CONSTITUTION: The construction method for wire cylinders of an embankment comprises the steps of: building primary wire cylinders(1) of a rectangular box by connecting each frame(1f) of a rectangular reticulate lower plate(1a), right and left side plates(1b,1c), and front and rear side plates(1d,2e) by a connecting coil(c); and building secondary wire cylinders(2) of a rectangular box by connecting each frame(2f) of a lower plate(2a), a right side plate(2c), and front and rear side plates(2d,2e) by a connecting coil(c) to be connected to each frame(1f) of the primary wire cylinders(1).

Description

제방의 돌망태 축조방법{METHOD FOR LAYING STONE NET BAGS FOR EMBANKMENT}METHOD FOR LAYING STONE NET BAGS FOR EMBANKMENT}

본 발명은 제방(堤防)의 돌망태 축조방법에 관한 것이다.The present invention relates to a method for constructing a gabion gabion.

종래 제방의 보강을 위하여, 도3에 표시된 바와 같이 직사각형 상자로 축조된 다수의 돌망태를 개체별로 제방에 세로로 나란히 배치하고 돌망태에 돌을 채워 넣어 시공하였다.For the reinforcement of the conventional dike, as shown in Figure 3, a plurality of gabions constructed in a rectangular box was arranged side by side on the dike vertically for each individual and was constructed by filling the gabions with stones.

이러한 종래의 제방의 돌망태의 축조방법은 도4에 표시된 바와 같이 단순히 직사각형의 상자로 축조된 복수의 돌망태를 각각 개체적으로 제방에 세로열로 배치하여 제방을 축조하는 것이므로 좌우 돌망태 끼리의 연결력이 미약하여 하나의 돌망태가 수력이나 어떤 원인으로 붕괴되면, 다른 돌망태도 지지력을 잃고 연쇄적으로 붕괴되거나 물에 유실되는 폐단이 있었다.As shown in FIG. 4, the conventional method of constructing a gabion of a dike is to construct a dike by individually arranging a plurality of gabions constructed by a rectangular box individually in a vertical column on the dike, so that the connection force between left and right gabions is increased. When weak and one gabions collapsed by hydropower or some cause, the other gabions lost their support and had a cascade that collapsed or lost in water.

또한 나란히 배치되어 인점된 돌망태의 측판이 서로 겹쳐 있을뿐, 그로 인하여 축조된 돌망태의 강도가 증가된다거나 내구성이 높아지는 아무런 이점이 없이 도리어 망소재의 증가로 돌망태의 축조 코스트가 높게 되는 문제점이 있었다.In addition, the side plates of the gabions, which are arranged side by side and overlapped, overlap each other, thereby increasing the strength of the constructed gabions or increasing the durability.

본 발명의 목적은 제방에 세로 열로 축조되는 복수의 돌망태의 일측판이 인접된 다른 돌망태의 측판을 겸하게 하여 망소재를 경제적으로 절감하는 동시 전체돌망태가 단일구성으로 연결되게 축조하여 돌망태의 축조강도를 보다 높이어, 돌망태의 유실을 방지하고 제방의 안전성을 향상시킬 수 있는 제방의 돌망태의 축조방법을 제공하는데 있다.It is an object of the present invention to make the gabion's construction strength by constructing the gabion as a single structure at the same time as the one side plate of a plurality of gabions that are constructed in a vertical row on the embankment serves as a side plate of other gabions adjacent to each other economically reduce the network material The present invention further provides a method of constructing a gabion of a dike, which can prevent loss of the gabion and improve the safety of the dike.

본 발명은 제방에 복수의 돌망태를 세로 열로 축조함에 있어서, 제1단계는 직사각형의 망상 저판과 좌우 측판 및 전후 축판의 각 프레임을 연결코일로 연결하여 직사각형 상자의 첫 번째 돌망태를 축조한다. 이 돌망태는 기본적으로 종래의 돌망태와 차이가 없다.In the present invention, when constructing a plurality of gabions in a vertical column on the embankment, the first step is to construct the first gabions of the rectangular box by connecting each frame of the rectangular mesh bottom plate, the left and right side plates and the front and rear shaft plates with a connecting coil. This gabion is basically no difference from a conventional gabion.

제2단계는, 제1단계에서 축조된 돌망태의 각 측판의 프레임에 연결되게 다음째의 돌망태의 저판과 좌우 측판 및 전후 측판의 프레임을 연결코일로 연결하여 직사각형 상자의 돌망태를 축조한다. 이때 서로 연접된 돌망태의 좌우의 한 측판은 좌우 돌망태의 한 측판을 겸한다. 이같은 순서로 다수개의 돌망태를 차례로 축조하고 축조된 돌망태에 돌을 채워 망 덮개를 덮고 코일로 체결하여 시공하는 것이다.In the second step, the gabion of the rectangular box is constructed by connecting the frame of the next gabion, the left and right side plates, and the front and rear side plates with connecting coils so as to be connected to the frame of each side plate of the gabion constructed in the first step. At this time, one side plate of the left and right gabions connected to each other also serves as one side plate of the left and right gabions. In this order, a plurality of gabions are constructed in sequence, and the gabions are filled with stones to cover the net cover and fasten with coils for construction.

본 발명의 축조방법에 의하면, 복수열로 축조된 돌망태의 좌우의 한 측판이 인접된 돌망태의 좌우 한 측판을 겸하기 때문에 좌우 측판이 겹치던 종래의 돌망태에 비하여 망소재가 그만큼 경제적으로 절감되어 축조코스트도 보다 저렴하게 된다.According to the construction method of the present invention, since one side plate on the left and right sides of the gabion constructed in a plurality of rows also serves as the left and right side plates of the adjacent gabions, the net material is economically reduced compared to the conventional gabions in which the left and right side plates overlap. The cost is also lower.

또한 본 발명에 의하면 돌망태의 사방 측판의 프레임이 서로 연결코일에 의하여 연결되게 축조되기 때문에 종래 제방에 돌망태를 개체적으로 나란히 배치하여 제방을 축조하던 것과 달리, 제방에 축조된 돌망태 전체가 하나로 연결되어 있어 돌망태가 부분적으로 붕괘되거나 유실될 우려가 없고 전체적으로 지지력이 유지되어 제방의 안전성과 축조강도가 보다 높게 되는 이점이 있다.In addition, according to the present invention, because the frame of the lateral wall of the gabion is constructed to be connected to each other by connecting coils, unlike the conventional gabions are placed side by side individually to build the embankment, the whole gabion constituted on the embankment is connected to one There is no fear that the gabions will be partially bored or lost, and the overall bearing capacity is maintained, resulting in higher safety and construction strength of the dike.

도 1은 본 발명의 제방의 돌망태의 축조단계를 보인 예시도1 is an exemplary view showing the construction step of the gabion of the embankment of the present invention

도 2는 동 돌망태의 축조단계의 단면도2 is a cross-sectional view of the construction step of the gabion

도 3은 종래의 제방의 돌망태를 세로로 나란히 배치하는 예시도3 is an exemplary view in which gabions of a conventional embankment are arranged side by side vertically

도 4는 동 돌망태의 단면도4 is a cross-sectional view of the East Gabion

[도면중 중요한 부분에 대한 부호 설명][Description of Signs of Important Parts of Drawing]

1, 2, 3 : 돌망태, 1a, 2a, 3a : 저판,1, 2, 3: gabion, 1a, 2a, 3a: bottom plate,

1b, 2b, 3b : 좌측판, 1c, 2c, 3c : 우측판,1b, 2b, 3b: left side plate, 1c, 2c, 3c: right side plate,

1d, 2d, 3d : 전측판, 1e, 2e, 3e : 후측판,1d, 2d, 3d: front plate, 1e, 2e, 3e: rear plate,

1f, 2f, 3f : 프레임 c : 연결코일.1f, 2f, 3f: frame c: connecting coil.

도1은 본 발명의 제방의 돌망태 축조단계를 보인 예시도이고 도2는 동 단면도이다.Figure 1 is an exemplary view showing the gabion construction step of the embankment of the present invention, Figure 2 is a sectional view of the same.

제방에 복수의 돌망태를 세로열로 축조함에 있어서, 제1단계는, 첫째번 돌망태(1)의 직사각형의 망상 저판(1a)과 좌우 측판(1b)(1c) 및 전, 후 측판(1d)(1e)의 각 플레임(1f)을 연결코일(c)로 연결하여 직사각형 상자의 첫번째의 돌망태(1)를 축조한다. 제1단계에 의하여 축조된 돌망태(1)는 공지된 돌망태의 구성과 기본적으로 차이가 없다.In the construction of a plurality of gabions in a vertical row on the bank, the first step is the rectangular mesh bottom plate 1a and the left and right side plates 1b and 1c and the front and rear side plates 1d of the first gabions 1 ( Each frame 1f of 1e) is connected with a connecting coil c to construct the first gabion 1 of the rectangular box. The gabion 1 constructed by the first step is basically not different from the configuration of the known gabion.

제방의 돌망태 축조의 제2단계는, 제1단계에서 축조된 돌망태(1)의 각 프레임(1f)에 연결되도록 2번째의 돌망태(2)의 저판(2a)과 우측판(2c) 및 전후 측판 (2d)(2e)의 각 프레임(2f)을 연결코일(c)로 연결하여 직사각형 상자의 2번째 돌망태(2)를 축조한다. 이때 첫번째 돌망태(1)의 한 측판(1c)은 2번째 돌망태(2)의 한 측판(2b)을 겸하여 공유한다. 이어서 2번째의 돌망태(2)의 각 프레임(2f)에 연결되도록 3번째 돌망태(3)의 저판(3a)과 한 측판(3c) 및 전후 측판(3d)(3e)의 각 프레임(3f)을 코일(c)로 각각 연결하여 3번째 돌망태(3)를 축조한다. 이때 2번째 돌망태(2)의 한 측판(2c)은 3번째 돌망태(3)의 한 측판(3b)을 겸하여 공유한다. 이와 같이 제방(g)의 경사면을 따라 나란히 연결되게 복수의 돌망태(1)(2)(3)....를 나란히 축조하고 돌(s)을 채워서 도시되지 않은 망 덮개를 덮어 각각 연결코일(c)로 결착하여 시공하는 것이다.The second stage of the gabion construction of the levee is the bottom plate 2a and the right side plate 2c and the front and rear side plates of the second gabion 2 so as to be connected to each frame 1f of the gabion 1 constructed in the first stage. Each frame 2f of (2d) (2e) is connected with the connection coil c, and the 2nd gabion 2 of a rectangular box is constructed. At this time, one side plate 1c of the first gabion 1 serves as a side plate 2b of the second gabion 2 and shares it. Subsequently, each frame 3f of the bottom plate 3a of the third gabion 3 and one side plate 3c and the front and rear side plates 3d and 3e is connected to each frame 2f of the second gabion 2. The coils c are connected to each other to construct a third gabion 3. At this time, one side plate 2c of the second gabion 2 serves as a side plate 3b of the third gabion 3 and shares it. In this way, a plurality of gabions (1) (2) (3) .... are built side by side along the inclined surface of the embankment (g) and filled with stones (s) to cover the mesh cover (not shown) to connect the respective coils ( c) to bind and construct.

본 발명에 의하면, 돌망태(1)의 한 측판(1c)은 2번째 돌망태(2)의 한 측판(2b)을 겸하여 공유하게 되고 2번째 돌망태(2)의 한 측판(2c)은 3번째 돌망태 (3)의 한 측판(3b)을 겸하여 공유하게 됨으로 서로 연결된 돌망태의 측판은 한겹으로 되어 강이나 하천의 길이가 긴 제방의 시공시, 그만큼 망소재가 절감되고 돌망태의 축조 코스트도 경제적으로 보다 저렴하게 된다.According to the present invention, one side plate (1c) of the gabion (1) is shared by one side plate (2b) of the second gabion (2) and one side plate (2c) of the second gabion (2) is the third gabion ( The side panels of the gabions connected to each other by sharing the same as the side plate (3b) of 3) become one layer, and when constructing a long bank of rivers or rivers, the net material is saved and the construction cost of the gabion is economically cheaper. do.

또한 축조된 돌망태(1)(2)(3)의 저판(1a)(2a)(3a)...과 측판(1b)(1c) (2b)(2c) (3b)(3c)... 및 전,후 측판(1d)(1e) (2d)(2e) (3d)(3e)...의 각 프레임(1f)을 연결코일(c)에 의하여 연결 되게 축조하였기 때문에 전체 돌망태가 단일구성으로 연결되게 축조되는 것이다. 이와 같이 축조된 돌망태는 재방의 설정된 영역을 덮어 제방을 안전하게 보호한다.In addition, the bottom plates 1a, 2a, 3a, and side plates 1b, 1c, 2b, 2c, 3b, 3c of the constructed gabion 1, 2, 3 ... And each frame 1f of the front and rear side plates 1d, 1e, 2d, 2e, 3d, 3e, etc. are connected by connecting coils, It is built to be connected to. The gabions constructed as described above cover the set area of returning to protect the levee.

본 발명은 제방의 돌망태를 나란히 축조함에 있어서, 돌망태의 일측판을 다음째 돌망태의 측판을 겸하도록 연결하여 축조하였기 때문에 종래의 돌망태에 비하여 망소재가 절감되고 돌망태의 축조코스트도 경제적으로 보다 저렴하게 된다.The present invention in the construction of the gabions side by side along the side of the gabions to build the gabion side plate, so that compared to the conventional gabions, the net material is reduced and the gabion construction cost economically cheaper do.

또한 축조된 돌망태의 저판과 측판 및 전후측판이 연결코일에 의하여 연결되게 축조하였기 때문에 전체 돌망태가 하나로 연결 구성된다.In addition, since the bottom plate, side plate and front and rear side plates of the constructed gabion are constructed to be connected by a connecting coil, the entire gabion is connected to one.

따라서 제방의 축조된 돌망태의 지지력이 전체적으로 분산 유지되고 강도가 보다 높게 되어 돌망태가 부분적으로 붕괘되거나 유실될 우려가 없으며 제방의 안전성과 축조강도가 향상되는 등의 여러 가지 효과가 있다.Therefore, the bearing capacity of the constructed gabion of the dike is maintained and dispersed as a whole, the strength is higher, there is no fear that the gabion is partially collapsed or lost, and there are various effects such as improving the safety and construction strength of the dike.

Claims (2)

제방에 복수의 돌망태를 세로열로 축조함에 있어서, 직사각형의 망상 저판과 좌우 측판 및 전후 측판의 각 플레임을 연결코일로 연결하여 직사각형 상자의 첫 번째 돌망태를 축조하는 제1단계와,In the construction of a plurality of gabions in a vertical column on the levee, the first step of constructing the first gabions of the rectangular box by connecting each of the rectangular mesh bottom plate, the left and right side plates and the front and rear side plates with a connecting coil, 제1단계로 축조된 돌망태의 각 프레임에 다음째의 돌망태의 각 프레임이 연결되도록 저판과 우측판 및 전후 측판이 각 프레임을 연결코일로 연결하여 직사각형 상자의 돌망태를 차례로 축조하는 제2단계의 결합으로Combination of the second step in which the bottom plate, the right side plate and the front and back side plates connect each frame with connecting coils to build the gabion in a rectangular box in order so that each frame of the next gabion is connected to each frame of the gabion constructed in the first step. to 복수의 돌망태가 단일구성으로 연결되게 축조하는 것을 특징으로 하는 제방의 돌망태 축조방법.A gabion construction method of a dike, characterized in that the construction of a plurality of gabions connected in a single configuration. 제1항에 있어서, 돌망태의 좌우의 한 측판은, 연결되는 다음째 돌망태의 좌우의 한 측판을 겸하여 공유하도록 축조하는 것을 특징으로 하는 제방의 돌망태 축조방법.The method of claim 1, wherein one side plate on the left and right sides of the gabion is constructed so as to share the same side plate on the left and right sides of the next gabion connected.
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100699707B1 (en) * 2003-12-15 2007-03-26 송기종 Reinforcing pin for gabion retaining wall and reinforcing structure of gabion retaining wall using the same
KR101422119B1 (en) * 2013-10-16 2014-07-22 최진우 Breat Wall with Vertical Reinforcing Member
CN107503324A (en) * 2017-09-15 2017-12-22 神华集团有限责任公司 Artificial dam anti-seepage reinforcing device and anti-seepage reinforcement method
CN107503326A (en) * 2017-09-15 2017-12-22 神华集团有限责任公司 The constructing device and construction method of reservoir artificial dam
CN107524154A (en) * 2017-09-15 2017-12-29 神华集团有限责任公司 The artificial dam apparatus for building and construction process of coal seam goaf

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5167536U (en) * 1974-11-25 1976-05-28
JPH0273432A (en) * 1988-09-09 1990-03-13 Nec Corp Duplex system for control part
JPH05179628A (en) * 1991-12-27 1993-07-20 Hokubu:Kk Free panel futon-type (japanese mattress type) basket and its execution method
JPH05179627A (en) * 1991-11-22 1993-07-20 Bosai Kogyo Kk Revetment method and futon-type (japanese mattress type) basket
JPH1088579A (en) * 1996-09-10 1998-04-07 Setouchi Kinmo Shoko Kk Stone packed basket-made structure
JPH11107239A (en) * 1997-10-06 1999-04-20 Setouchi Kanaami Shoko Kk Connection body of gabion and installation thereof
JP2001107366A (en) * 1999-10-06 2001-04-17 Setouchi Kanaami Shoko Kk Assembling square stone gabion and its construction method

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5167536U (en) * 1974-11-25 1976-05-28
JPH0273432A (en) * 1988-09-09 1990-03-13 Nec Corp Duplex system for control part
JPH05179627A (en) * 1991-11-22 1993-07-20 Bosai Kogyo Kk Revetment method and futon-type (japanese mattress type) basket
JPH05179628A (en) * 1991-12-27 1993-07-20 Hokubu:Kk Free panel futon-type (japanese mattress type) basket and its execution method
JPH1088579A (en) * 1996-09-10 1998-04-07 Setouchi Kinmo Shoko Kk Stone packed basket-made structure
JPH11107239A (en) * 1997-10-06 1999-04-20 Setouchi Kanaami Shoko Kk Connection body of gabion and installation thereof
JP2001107366A (en) * 1999-10-06 2001-04-17 Setouchi Kanaami Shoko Kk Assembling square stone gabion and its construction method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100699707B1 (en) * 2003-12-15 2007-03-26 송기종 Reinforcing pin for gabion retaining wall and reinforcing structure of gabion retaining wall using the same
KR101422119B1 (en) * 2013-10-16 2014-07-22 최진우 Breat Wall with Vertical Reinforcing Member
CN107503324A (en) * 2017-09-15 2017-12-22 神华集团有限责任公司 Artificial dam anti-seepage reinforcing device and anti-seepage reinforcement method
CN107503326A (en) * 2017-09-15 2017-12-22 神华集团有限责任公司 The constructing device and construction method of reservoir artificial dam
CN107524154A (en) * 2017-09-15 2017-12-29 神华集团有限责任公司 The artificial dam apparatus for building and construction process of coal seam goaf
CN107503324B (en) * 2017-09-15 2019-04-26 神华集团有限责任公司 Artificial dam anti-seepage reinforcing device and anti-seepage reinforcement method
CN107503326B (en) * 2017-09-15 2019-05-03 神华集团有限责任公司 The constructing device and construction method of reservoir artificial dam
CN107524154B (en) * 2017-09-15 2019-05-24 神华集团有限责任公司 The artificial dam apparatus for building and construction process of coal seam goaf

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