KR100514502B1 - Constructing structure for breakwater with sinking prevention structure of seashore - Google Patents
Constructing structure for breakwater with sinking prevention structure of seashore Download PDFInfo
- Publication number
- KR100514502B1 KR100514502B1 KR1020050053813A KR20050053813A KR100514502B1 KR 100514502 B1 KR100514502 B1 KR 100514502B1 KR 1020050053813 A KR1020050053813 A KR 1020050053813A KR 20050053813 A KR20050053813 A KR 20050053813A KR 100514502 B1 KR100514502 B1 KR 100514502B1
- Authority
- KR
- South Korea
- Prior art keywords
- breakwater
- anchor
- present
- soft ground
- sides
- Prior art date
Links
- 230000002265 prevention Effects 0.000 title claims abstract description 10
- 238000010276 construction Methods 0.000 claims abstract description 8
- 238000003911 water pollution Methods 0.000 abstract description 3
- 230000015556 catabolic process Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Abstract
본 발명은 해안 침하방지구조를 갖는 방파제 시공구조에 관한 것이다.The present invention relates to a breakwater construction structure having a coastal settlement prevention structure.
본 발명은 상면 사방에 다수의 앵커볼트가 설치된 직사각형의 콘크리트패널(20)과 상기 패널(20)의 양측에 밀착 설치되며 하반부가 직각으로 내향 절곡된 형태로 상면에 삼방향에 앵커볼트가 설치된 L형 기초(10)로 이루어진 침하방지구조를 방파제가 시공되는 연약지반의 상면에 연속적으로 밀착 설치하되, 체결공(31)이 상면 양측에 형성된 결속앵커부재(30)를 구비하여 상기 결속앵커부재(30)의 체결공(31)에 상기 콘크리트패널(20)의 앵커볼트와 L형 기초(10)의 앵커볼트를 동시에 삽입하여 이를 너트(50)로 고정하게 되는 구조가 특징이다.The present invention is installed in close contact with both sides of the rectangular concrete panel 20 and the panel 20 is installed in a plurality of anchor bolts on the upper surface, the lower half is bent inward at a right angle in the form of anchor bolts installed in three directions on the upper surface L Settlement prevention structure consisting of the mold base (10) to be installed in close contact with the upper surface of the soft ground continuously to be installed breakwater, the fastening hole 31 is provided with a binding anchor member 30 formed on both sides of the binding anchor member ( The anchor bolt of the concrete panel 20 and the anchor bolt of the L-shaped base 10 are simultaneously inserted into the fastening hole 31 of the 30 and are characterized in that the structure is fixed to the nut 50.
본 발명 침하방지구조를 적용하여 방파제를 시공하게 될 경우 상기 침하방지구조가 방파제와 연약지반을 분리시키는 작용을 함과 동시에 연약지반에서 방파제가 안정된 상태로 시공됨에 따라 방파제의 침하가 절대로 일어나지 아니하여 상기 침하에 의한 덧붙임 쌓기 보수공사에 소요되는 막대한 예산을 줄일 수 있게 되는 것은 물론이며 상기 보수공사에 의한 해양의 수질오염 또한 막을수 있는 장점이 있다.When the breakwater is constructed by applying the anti-settling structure of the present invention, the anti-settling structure does not separate the breakwater and the soft ground and at the same time the breakwater is constructed in a stable state in the soft ground so that no breakdown of the breakwater occurs. Of course, it is possible to reduce the enormous budget required for the additional stacking repair work due to the settlement, and also has the advantage of preventing the water pollution of the sea caused by the repair work.
Description
본 발명은 해안 침하방지구조를 갖는 방파제 시공구조에 관한 것이다.The present invention relates to a breakwater construction structure having a coastal settlement prevention structure.
본 발명은 해안의 갯벌과 같은 연약지반에 설치되는 방파제를 일층 안정된 구조로 시공하여 방파제의 침하를 효과적으로 방지할 수 있도록 함으로서 상기 방파제 침하에 의한 상단 덧붙임 쌓기 보수공사를 배제할 수 있도록 한 것이다.The present invention is to construct a more stable structure of the breakwater installed on the soft ground such as the coastal tidal flats to effectively prevent the settlement of the breakwater to eliminate the top-up stacking repair work by the breakwater.
현재 시공되고 있는 방파제의 경우 갯벌의 연약지반에 의해 점차 침하되기 때문에 방파제 상단에 덧붙임 쌓기 보수공사를 실시하여 방파제의 높이를 유지하고 있다. The breakwater currently being constructed is gradually subsided by the soft ground of the tidal flats, so it is maintaining the height of the breakwater by carrying out an additional stacking repair work on the top of the breakwater.
그러나 상기 덧붙임 쌓기 보수공사에는 막대한 예산이 낭비될 뿐만 아니라 주변 해양의 수질환경 악화시키기 때문에 상기 덧붙임 쌓기 보수공사를 방파제가 침하될 경우 매번 실시하는 것도 매우 바람직하지 못하다. However, it is not very desirable to carry out the stacking renovation work every time when the breakwater is submerged because not only a huge budget is wasted and the water environment of the surrounding ocean is deteriorated.
따라서 침하에 의한 덧붙임 쌓기 보수공사가 요구됨이 없이 방파제가 시공된 상태를 그대로 유지할 수 있도록 방파제의 더욱 안정되게 시공해야 할 필요성이 여기에 있는 것이다.Therefore, there is a need for more stable construction of the breakwater to maintain the state of the breakwater construction without requiring additional stacking repair work due to settlement.
본 발명은 해안의 갯벌과 같은 연약지반에 설치되는 방파제를 일층 안정된 구조로 시공하여 방파제의 침하를 효과적으로 방지할 수 있도록 함으로서 상기 방파제 침하에 의한 상단 덧붙임 쌓기 보수공사를 배제할 수 있도록 함을 목적으로 한다.The present invention is to construct a more stable structure of the breakwater installed on the soft ground such as the coastal tidal flats to effectively prevent the settlement of the breakwater by the purpose of eliminating the top-up stacking repair work by the breakwater settlement do.
이를 위해 본 발명은 상면 사방에 다수의 앵커볼트가 설치된 직사각형의 콘크리트패널과 상기 패널의 양측에 밀착 설치되며 하반부가 직각으로 내향 절곡된 형태로 상면에 삼방향에 앵커볼트가 설치된 L형 기초로 이루어진 침하방지구조를 방파제가 시공되는 연약지반의 상면에 연속적으로 밀착 설치하되, 체결공이 상면 양측에 형성된 결속앵커부재를 구비하여 상기 결속앵커부재의 체결공에 상기 콘크리트패널의 앵커볼트와 L형 기초의 앵커볼트를 동시에 삽입하여 이를 너트로 고정하게 되는 일련의 해안 침하방지구조를 갖는 방파제 시공구조를 제공함으로서 상기 목적을 달성하고자 한다.To this end, the present invention is made of a rectangular concrete panel installed a plurality of anchor bolts on all sides of the upper surface and in close contact with both sides of the panel, the lower half is formed in the form of bent inwards at right angles in the form of anchor bolts installed in three directions on the upper surface The sinking prevention structure is installed in close contact with the upper surface of the soft ground where the breakwater is constructed. The fastening hole is provided with binding anchor members formed on both sides of the upper surface. In order to achieve the above object by providing a breakwater construction structure having a series of coastal settlement prevention structure to insert the anchor bolt at the same time to fix it with a nut.
본 발명은 상면 사방에 다수의 앵커볼트가 설치된 직사각형의 콘크리트패널(20)과 상기 패널(20)의 양측에 밀착 설치되며 하반부가 직각으로 내향 절곡된 형태로 상면에 삼방향에 앵커볼트가 설치된 L형 기초(10)로 이루어진 침하방지구조를 방파제가 시공되는 연약지반의 상면에 연속적으로 밀착 설치하되, 체결공(31)이 상면 양측에 형성된 결속앵커부재(30)를 구비하여 상기 결속앵커부재(30)의 체결공(31)에 상기 콘크리트패널(20)의 앵커볼트와 L형 기초(10)의 앵커볼트를 동시에 삽입하여 이를 너트(50)로 고정하게 되는 구조가 특징이다.The present invention is installed in close contact with both sides of the rectangular concrete panel 20 and the panel 20 is installed in a plurality of anchor bolts on the upper surface, the lower half is bent inward at a right angle in the form of anchor bolts installed in three directions on the upper surface L Settlement prevention structure consisting of the mold base (10) to be installed in close contact with the upper surface of the soft ground continuously to be installed breakwater, the fastening hole 31 is provided with a binding anchor member 30 formed on both sides of the binding anchor member ( The anchor bolt of the concrete panel 20 and the anchor bolt of the L-shaped base 10 are simultaneously inserted into the fastening hole 31 of the 30 and are characterized in that the structure is fixed to the nut 50.
첨부도면 도 1은 본 발명의 설치상태를 나타낸 단면구성도이고, 도 2는 본 발명의 분리사시도를 나타낸다.1 is a cross-sectional view showing an installation state of the present invention, Figure 2 is an exploded perspective view of the present invention.
본 발명은 해안의 갯벌과 같은 연약지반에 설치되는 방파제를 일층 안정된 구조로 시공하여 방파제의 침하를 효과적으로 방지할 수 있도록 함으로서 상기 방파제 침하에 의한 상단 덧붙임 쌓기 보수공사를 배제할 수 있도록 하고 있는 것이다.The present invention by constructing a more stable structure of the breakwater installed on the soft ground such as the coastal tidal flats to effectively prevent the settlement of the breakwater is to be able to exclude the top-up stacking repair work by the breakwater settlement.
본 발명은 상면 사방에 다수의 앵커볼트가 설치된 직사각형의 콘크리트패널(20)과 상기 패널(20)의 양측에 밀착 설치되며 하반부가 직각으로 내향 절곡된 형태로 상면에 삼방향에 앵커볼트가 설치된 L형 기초(10)로 이루어진 침하방지구조를 방파제가 시공되는 연약지반의 상면에 연속적으로 밀착 설치하게 된다. The present invention is installed in close contact with both sides of the rectangular concrete panel 20 and the panel 20 is installed in a plurality of anchor bolts on the upper surface, the lower half is bent inward at a right angle in the form of anchor bolts installed in three directions on the upper surface L Settlement prevention structure consisting of the mold base 10 is to be installed in close contact with the upper surface of the soft ground where the breakwater is constructed.
그리고 상기 콘크리트패널(20)과 L형 기초(10)의 연결을 위해 제공되는 결속앵커부재(30)를 이용하여 상기 결속앵커부재(30)의 체결공(31)에 상기 콘크리트패널(20)의 앵커볼트와 L형 기초(10)의 앵커볼트를 동시에 삽입하여 이를 너트(50)로 고정하게 되는 것으로 방파제의 본격적인 시공을 위한 준비를 완료하게 된다.And using the binding anchor member 30 provided for the connection of the concrete panel 20 and the L-shaped base 10 in the fastening hole 31 of the binding anchor member 30 of the concrete panel 20 By inserting the anchor bolt and the anchor bolt of the L-shaped base 10 at the same time to fix it with a nut 50 to complete the preparation for full-scale construction of the breakwater.
상기와 같이 본 발명 침하방지구조의 시공이 완료되면 상기 침하방지구조의 내측에 기존의 방파제와 같이 돌을 쌓아 올려가면서 그 측에 잡석토사 등을 채움으로서 방파제의 형태 갖추게 되며 이와 같이 콘크리트패널(20) 및 L형 기초(10)를 이용하는 본 발명 침하방지구조를 적용하여 방파제를 시공하게 될 경우 상기 침하방지구조가 방파제와 연약지반을 분리시키는 작용을 함과 동시에 연약지반에서 방파제가 안정된 상태로 시공됨에 따라 방파제의 침하가 절대로 일어나지 아니하여 상기 침하에 의한 덧붙임 쌓기 보수공사에 소요되는 막대한 예산을 줄일 수 있게 되는 것은 물론이며 상기 보수공사에 의한 해양의 수질오염 또한 막을수 있는 장점이 있다.When the construction of the present invention anti-sedimentation structure is completed as described above, while stacking stones with the existing breakwater inside the anti-sedimentation structure, it is equipped with the form of a breakwater by filling rubble earth and the like on the side thereof and thus the concrete panel 20 ) And when the breakwater is applied by applying the present invention anti-sedimentary structure using the L-type base 10, the anti-sedimentary structure acts to separate the breakwater and the soft ground and at the same time construct the breakwater in a stable state in the soft ground. As a result, the settlement of the breakwater never occurs, so that the enormous budget required for the additional stacking and repair work due to the settlement can be reduced, and the water pollution of the ocean caused by the repair work can be prevented.
이상에서는 본 발명의 바람직한 실시예에 대하여 도시하고 설명하였으나 본 발명은 상기한 실시예에 한정되지 아니하며 청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 본 발명이 속하는 분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변형 실시가 가능한 것은 물론이고 그와 같은 변경은 기재된 청구범위 내에 있게 된다.Although the above has been illustrated and described with respect to the preferred embodiment of the present invention, the present invention is not limited to the above-described embodiment without departing from the gist of the present invention claimed in the claims, having ordinary skill in the art to which the present invention pertains. Anyone can make various modifications as well as such changes are within the scope of the appended claims.
본 발명 침하방지구조를 적용하여 방파제를 시공하게 될 경우 상기 침하방지구조가 방파제와 연약지반을 분리시키는 작용을 함과 동시에 연약지반에서 방파제가 안정된 상태로 시공됨에 따라 방파제의 침하가 절대로 일어나지 아니하여 상기 침하에 의한 덧붙임 쌓기 보수공사에 소요되는 막대한 예산을 줄일 수 있게 되는 것은 물론이며 상기 보수공사에 의한 해양의 수질오염 또한 막을수 있는 장점이 있다.When the breakwater is constructed by applying the present anti-sedimentary structure, the anti-sedimentary structure acts to separate the breakwater and the soft ground and at the same time the breakwater is constructed in a stable state in the soft ground so that no breakdown of the breakwater occurs. Of course, it is possible to reduce the enormous budget required for the additional stacking repair work due to the settlement, and also has the advantage of preventing the water pollution of the sea caused by the repair work.
도 1은 본 발명의 설치상태를 나타낸 단면구성도1 is a cross-sectional view showing an installation state of the present invention
도 2는 본 발명의 분리사시도2 is an exploded perspective view of the present invention
<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>
10 : L형 기초 20 : 콘크리트패널 10: L type foundation 20: Concrete panel
30 : 결속앵커부재 31 : 체결공 30: binding anchor member 31: fastening hole
40 : 앵커볼트 50 : 너트40: anchor bolt 50: nut
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020050053813A KR100514502B1 (en) | 2005-06-22 | 2005-06-22 | Constructing structure for breakwater with sinking prevention structure of seashore |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020050053813A KR100514502B1 (en) | 2005-06-22 | 2005-06-22 | Constructing structure for breakwater with sinking prevention structure of seashore |
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| Publication Number | Publication Date |
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| KR100514502B1 true KR100514502B1 (en) | 2005-09-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| KR1020050053813A KR100514502B1 (en) | 2005-06-22 | 2005-06-22 | Constructing structure for breakwater with sinking prevention structure of seashore |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100583683B1 (en) | 2006-01-20 | 2006-06-12 | 주식회사 도화종합기술공사 | Structure of a case breakwater united by anchor bolt |
| KR100901886B1 (en) | 2009-02-26 | 2009-06-09 | 대한민국 | Block fixing foundation for assembly block deveris barrier |
-
2005
- 2005-06-22 KR KR1020050053813A patent/KR100514502B1/en active IP Right Grant
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100583683B1 (en) | 2006-01-20 | 2006-06-12 | 주식회사 도화종합기술공사 | Structure of a case breakwater united by anchor bolt |
| KR100901886B1 (en) | 2009-02-26 | 2009-06-09 | 대한민국 | Block fixing foundation for assembly block deveris barrier |
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