KR200224547Y1 - Assembling structure of embankment having multi-terraced incline - Google Patents

Assembling structure of embankment having multi-terraced incline Download PDF

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Publication number
KR200224547Y1
KR200224547Y1 KR2020000035573U KR20000035573U KR200224547Y1 KR 200224547 Y1 KR200224547 Y1 KR 200224547Y1 KR 2020000035573 U KR2020000035573 U KR 2020000035573U KR 20000035573 U KR20000035573 U KR 20000035573U KR 200224547 Y1 KR200224547 Y1 KR 200224547Y1
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South Korea
Prior art keywords
block
gap
hollow block
revetment
stone
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KR2020000035573U
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Korean (ko)
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양원회
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양원회
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Abstract

본 고안은 해안을 보호하기 위한 호안시설을 하면서 지역특성에 따라 다양한 친수공간을 확보하기 위하여 획일적인 사석제의 호안 보다는 사석을 대채한 다양한 콘크리트 호안블럭을 채택하고 있으며, 현재 시공중인 사석제의 호안일 경우에는 해수와 직접접할 수 있고 휴식을 취할수 있는 장소를 만들면서 계단식 구조를 선택하고 있으나 계단시공시 거푸집 조립이 복잡하고 조수간만의 차이로 소규모의 파랑에도 거푸집이 유실되는등 정밀시공에 어려움이 많이 발생하여, 본 고안은 다수개의 격간을 구비한 중공블럭을 계단형식에 맞도록 중공블럭 전,후벽과 측벽이 일정한 기울기를 가지도록 제작하여 호안의 법면에 정밀하게 거치후 격간의 내부를 사석으로 일부 충전하여 고정시킨후 사석단 상면에 일정한 크기의 단위 계단블럭을 제작하여 격간의 내부에 삽설하여 호안시설을 구축하도록한 고안에 대한 것이다.The present invention adopts various concrete relief blocks that cover the sandstones instead of the uniform sandstones to secure various hydrophilic spaces according to regional characteristics while providing coastal protections for coastal protection. In the case of interior construction, the terrace structure is selected while making a place where people can directly contact with the sea water and take a rest. However, the construction of the stairs is complicated, and it is difficult to precisely install the form due to the differences between tides. In many cases, the present invention is to produce a hollow block having a plurality of intervals in accordance with the staircase type so that the front and rear walls and sidewalls of the hollow block have a predetermined slope, precisely mounted on the surface of the lake after the inside of the interval between After filling and fixing a part, unit step blocks of a certain size are produced on the top of the seats. It is about devising to build a revetment facility by inserting inside.

Description

다단계의 계단식 경사면을 가진 호안의 조립구조{Assembling structure of embankment having multi-terraced incline}Assembling structure of embankment having multi-terraced incline}

본 고안은 해안을 보호하고 친수공간을 필요로하는 지역적 특성에 따라 석축식 호안을 대체한 계단식 경사면을 가진 호안의 조립구조에 대한 고안으로써, 종래에는 해안경사면의 붕괴방지 또는 소파용으로써 대형 콘크리트 블럭을 조적하고 외해측에는 소파 시설을 구비하는등의 호안시설을 구축 하거나 자연석인 피복석으로 피복하여 호안을 보호하여 왔다.The present invention is designed for the assembly structure of the seashore with a stepped slope that replaces the masonry seashore according to the regional characteristics requiring coastal protection and hydrophilic space. Has been built a revetment facility such as a sofa facility on the offshore side or covered with natural stone clad stone to protect the revetment.

상기와 같은 호안시설은 외해측으로부터 밀려오는 파랑으로 부터 해안을 보호 또는 붕괴를 방지할수는 있으나 지역적 특성에 따라 다양한 친수공간을 필요로하는 요구에 부응하지 못하여 친수공간으로서의 기능을 하기에는 미흡하였다.The above-mentioned shoreline facilities can protect the coast from the blue waves coming from the outer sea side or prevent collapse, but it is insufficient to function as a hydrophilic space because it does not meet the needs of various hydrophilic spaces according to regional characteristics.

도 1은 본 고안상으로 실시되는 계단식 경사면을 가진 호안의 조립구조를 나타내는 사시도 및 부분확대 단면도1 is a perspective view and a partially enlarged cross-sectional view showing the assembly structure of a lake with a stepped slope in accordance with the present invention

도 2는 본 고안상으로 실시되는 계단식 경사면을 가진 호안의 조립구조의 부분 횡단면도2 is a partial cross-sectional view of an assembling structure of a lake with a stepped slope in accordance with the present invention

도 3은 본 고안상으로 실시되는 계단식 경사면을 가진 호안의 조립구조에서 계단블럭을 중공블럭의 격간에 삽설하는 상태를 예시한 횡단면도Figure 3 is a cross-sectional view illustrating a state of inserting the step block in the interval between the hollow block in the assembly structure of the lake with a stepped slope in accordance with the present invention.

(도면의 주요부분에 대한 부호설명)(Code description of main parts of drawing)

1.호안 2.기초단 3.사석 4.중공블럭 5.격벽1.hoan 2.foundation 3.stone 4.hollow block 5.bulk

6.측벽 7.격간 8.돌출턱 9.계단블럭6. Side wall 7. Spacing 8. Protrusion jaw 9. Stair block

10.들고리 삽입공 11.신축판 12.작은사석 13.들고리10.Looking hole 11.Elastic plate 12.Small stone 13.Lingerie

13a.와이어13a.wire

본 고안은 상기와 같은 문제점을 해결하여 다수개의 격간을 구비한 중공블럭을 계단형식에 맞도록 제작하여 호안의 법면에 정밀하게 거치후 격간의 내부를 사석으로 일부 충전하여 고정시킨 다음 일정한 크기의 단위 계단블럭을 제작하여 격간의 내부에 삽설하여 호안시설을 구축하는 구조로 구성되는바, 이를 첨부한 도면에 의거하여 상세히 설명하면 다음과 같다.The present invention solves the problems described above to produce a hollow block having a plurality of intervals to fit the step type, precisely placed on the surface of the lake after the part of the interval between the filling and fixing and then fixed unit of size It is composed of a structure that builds a revetment facility by making a stair block and inserting it into the interior of the interval, which will be described in detail based on the accompanying drawings.

본 고안으로 실시되는 호안(1)을 구축함에 있어 사석(3)을 일정한 두께로 포설하여 기초단(2)을 형성하고 호안(1)의 법면에 중공블럭(4)을 거치하게 되는데. 이 중공블럭(4)은 사람이 유동함에 있어 미끄럼 방지를 위해 상단부에 일정한 높이로 돌출된 가로 돌출턱(8)을 가지는 일정한 두께의 측벽(6)을 일정거리만큼 이격한후 측벽(6)과 측벽(6) 사이에 일정한 두께의 격벽(5)을 수직으로 일정한 거리를 두고 다수단 연설하여 격간(7)을 구비하고, 이 격간(7)의 내부의 하단에는 일정량의 사석(2)을 호안 경사면과 동일한 기울기로 충전하고 그 위에 작은 입도의 사석(12)을 평면적으로 포설하며, 일정한 크기의 계단 형상을 갖는 계단블럭(9)을 삽설하되, 이 계단블럭(9)은 일정한 두께와 밑면이 호안경사면의 기울기와 동일한 기울기를 가지며 상단부는 다수단의 계단을 형성 하고, 그 중간 계단부의 중도부에 일정한 거리를 두고 직사각으로 되는 들고리 삽입공(10)을 천설하며(도면상에는 4개를 도시함), 이렇게 구성된 계단블럭(9)의 전체적인 크기는 중공블럭(4)의 격간(7)보다 다소 작으며, 크레인을 이용하여 크레인붐 와이어(13a)에 연결된 들고리(13)를 계단블럭(9)의 들고리 삽입공(10)에 삽입, 계단블럭(9) 저면을 계지하여 자유롭게 이동을 시켜 각각의 격간(7)의 내부에 삽설작업을 하게 되며, 격간(7)과 계단블럭(9) 사이의 틈새는 일정한 크기의 신축판(11)을 강삽하여 견고하게 조립이 되어지도록 본 고안이 구성된다.In constructing the revetment (1) to be carried out by the present invention to form the foundation step (2) by laying the sandstone (3) to a certain thickness and to mount the hollow block (4) on the surface of the revetment (1). The hollow block 4 is spaced apart by a certain distance from the side wall 6 of a constant thickness having a horizontal projection jaw (8) protruding at a constant height in the upper end in order to prevent slipping in the flow of people. The barrier ribs 5 having a predetermined thickness are vertically spaced apart from each other by the side walls 6, and the gaps 7 are provided by a plurality of steps, and a certain amount of the dead stone 2 is provided on the lower end of the interior of the gaps 7. Filled with the same slope as the inclined surface and laid a small granular stone 12 on the plane, and insert a step block (9) having a step size of a constant size, the step block (9) has a constant thickness and base It has the same slope as the slope of the rake slope, and the upper part forms a plurality of steps, and in the middle of the intermediate staircase, a hollow holding hole 10 is formed at a certain distance from the middle of the intermediate stepped part (4 shown in the drawing). Configured) The overall size of the step block (9) is somewhat smaller than the gap (7) of the hollow block (4), and the crane (13) connected to the crane boom wire (13a) by a crane to carry the step of the step block (9) Inserted into the insertion hole (10), the bottom surface of the stair block (9) is locked to move freely to insert the inside of each gap (7), the gap between the gap (7) and the stair block (9). The present invention is configured to be firmly assembled by inserting a stretch plate 11 of a predetermined size.

상기와 같은 본 고안은 호안(1)의 법면에 중공블럭(4)을 거치하고 중공블럭(4)의 격간(7)에 계단블럭(9)을 삽설하여 외해에서 밀려오는 파랑으로부터 호안을 보호해줌으로써 해안의 붕괴 및 유실을 방지하고 호안(1)의 외해측면이 계단형상으로 되어 사람들이 일정한 깊이의 수심까지 안전하게 해수와 직접 접할수 있도록 하며 지역적 특성에 맞게 하절기의 유희시설을 겸하여 다양한 친수공간을 제공할수 있는 이점이 있다.The present invention as described above by placing a hollow block (4) on the surface of the revetment (1) by inserting a step block (9) in the interval (7) of the hollow block (4) by protecting the revetment from the blue waves coming from the open sea To prevent the collapse and loss of the coast, the outer sea side of the shore (1) has a staircase shape so that people can directly contact the seawater safely to a certain depth, and can provide various hydrophilic spaces in combination with summer entertainment facilities according to regional characteristics. There is an advantage to that.

Claims (1)

콘크리트 성형 블럭을 조적하는 조립식 호안(1)에 있어서, 사석(3)을 일정한 두께로 포설하여 기초단(2)을 형성하고 호안(1)의 법면에 중공블럭(4)을 거치하되. 이 중공블럭(4)은 상단부에 일정한 높이로 돌출된 돌출턱(8)을 가지는 일정한 두께의 측벽(6)을 일정거리만큼 이격한후 측벽(6)과 측벽(6) 사이에 일정한 두께의 격벽(5)을 수직으로 일정한 거리를 두고 다수단 연설하여 격간(7)을 구비하고, 이 격간(7)의 내부의 하단에는 일정량의 사석(2)을 충전하고 그 상면에 작은 입도의 사석(12)을 경사면을 따라 포설하며, 일정한 크기의 계단 형상을 갖는 계단블럭(9)을 삽설하되, 이 계단블럭(9)은 일정한 두께와 밑면이 소정의 기울기를 가지며 상단부는 다수단의 계단을 형성 하고, 그 중간 계단부의 중도부에 일정한 거리를 두고 직사각으로 되는 들고리 삽입공(10)을 천설하며(도면상에는 4개를 도시함), 격간(7)과 계단블럭(9) 사이의 틈새는 일정한 크기의 신축판(11)을 강삽하도록 하여서 되는 계단식 경사면을 가진 호안의 조립구조.In the prefabricated revetment (1) to assemble a concrete molding block, the foundation stone (2) is laid to a certain thickness to form a foundation end (2) and the hollow block (4) is mounted on the surface of the revetment (1). The hollow block 4 is a partition wall having a constant thickness between the side wall 6 and the side wall 6 after a predetermined distance from the side wall 6 of a constant thickness having a protruding jaw 8 protruding at a constant height at the upper end. (5) is vertically spaced at a predetermined distance and provided with a gap (7), and the lower end of the interior of the gap (7) is filled with a certain amount of the dead stone (2), and the top of the small granular stone (12) ) Is installed along the inclined surface, and a step block 9 having a stepped shape of a predetermined size is inserted, and the step block 9 has a predetermined thickness and a predetermined slope at the bottom and the upper part forms a plurality of steps. , And install a holding hole (10) in a rectangular shape at a predetermined distance in the middle part of the intermediate step (4 shown in the drawing), the gap between the gap (7) and the step block (9) is constant Arcs with stepped slopes, which are made by shoveling expansion and contraction plates of size 11 Assembly structure inside.
KR2020000035573U 2000-12-19 2000-12-19 Assembling structure of embankment having multi-terraced incline KR200224547Y1 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100529116B1 (en) * 2002-08-20 2005-11-15 주식회사 혜인이엔씨 Seawater exchange breakwater of area that the difference between the rise and fall of the tide is large
US7717643B2 (en) 2005-03-11 2010-05-18 Jae Myung Han Environmental affinity type hydrophilic revetment block and construction method thereof
KR101172904B1 (en) * 2012-02-24 2012-08-09 공주대학교 산학협력단 Coastal zone shore protection structure reducing wave energy
KR101236780B1 (en) * 2010-07-23 2013-02-25 연세대학교 산학협력단 Coastal region shore protection structure using porous artificial riprap
KR102456171B1 (en) 2022-05-20 2022-10-18 주식회사 에이치디이앤씨 Wave dissipating block, Structure for revetment and breakwater applied with the block, and Construction method for the structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100529116B1 (en) * 2002-08-20 2005-11-15 주식회사 혜인이엔씨 Seawater exchange breakwater of area that the difference between the rise and fall of the tide is large
US7717643B2 (en) 2005-03-11 2010-05-18 Jae Myung Han Environmental affinity type hydrophilic revetment block and construction method thereof
KR101236780B1 (en) * 2010-07-23 2013-02-25 연세대학교 산학협력단 Coastal region shore protection structure using porous artificial riprap
KR101172904B1 (en) * 2012-02-24 2012-08-09 공주대학교 산학협력단 Coastal zone shore protection structure reducing wave energy
KR102456171B1 (en) 2022-05-20 2022-10-18 주식회사 에이치디이앤씨 Wave dissipating block, Structure for revetment and breakwater applied with the block, and Construction method for the structure

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