KR19980068911A - Joan Block - Google Patents

Joan Block Download PDF

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Publication number
KR19980068911A
KR19980068911A KR1019970005713A KR19970005713A KR19980068911A KR 19980068911 A KR19980068911 A KR 19980068911A KR 1019970005713 A KR1019970005713 A KR 1019970005713A KR 19970005713 A KR19970005713 A KR 19970005713A KR 19980068911 A KR19980068911 A KR 19980068911A
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South Korea
Prior art keywords
block
present
anchor plate
stone
stacking
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KR1019970005713A
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Korean (ko)
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KR100189603B1 (en
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김수득
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김수득
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Priority to KR1019970005713A priority Critical patent/KR100189603B1/en
Publication of KR19980068911A publication Critical patent/KR19980068911A/en
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Publication of KR100189603B1 publication Critical patent/KR100189603B1/en

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    • 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
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

본 발명은 제작 및 운반이 용이하고, 제작비가 저렴하며, 비교적 견고한 메쌓기의 정밀시공이 이루어질 수 있도록 구성한 호안블록에 관한 것이다.The present invention relates to a raft block configured to be easy to manufacture and transport, low production cost, and can be made a precise construction of a relatively solid racking.

본 발명의 특징에 따르면, 콘크리트로 성형되며 상단과 하단에 각각 결합돌기(11a)와 결합홈(11b)이 형성된 블록(11)과, 상기 블록(11)의 배면에 일부 매입되어 결합된 앵커플레이트(12)로 이루어진 것을 특징으로 호안블록이 제공된다.According to a feature of the present invention, the block 11 is formed of concrete and the coupling protrusions 11a and coupling grooves 11b are formed at the top and bottom, respectively, and the anchor plate is partially embedded in the back of the block 11 A relief block is provided, comprising (12).

본 발명의 다른 특징에 따르면, 상기 블록(11)의 정면에 문양(11c)를 형성하고, 상기 앵커플레이트(12)에 걸림부(12b)를 형성한 것을 특징으로하는 호안블록이 제공된다.According to another feature of the present invention, there is provided a revetment block, characterized in that the pattern (11c) is formed on the front of the block 11, and the engaging portion 12b is formed on the anchor plate (12).

Description

호안블록Joan Block

본 발명은 호안블록에 관한 것으로, 좀 더 상세히는 제작 및 운반이 용이하고, 제작비가 저렴하며, 견고한 메쌓기의 정밀시공이 이루어질 수 있도록 구성한 호안블록에 관한 것이다.The present invention relates to a raft block, and more particularly, to a raft block configured to be easy to manufacture and transport, inexpensive to manufacture, and made a precise construction of a solid stacking.

일반적으로 해안이나 소하천과 같은 곳의 소규모 방조제 등을 쌓을 경우 공사의 규모나 공사비를 감안하여 대부분 도 1에 도시한 바와 같이 메쌓기 공법으로 시공하는 경우가 많은데 이러한 메쌓기 공법은 우선 방조제의 기초를 튼튼히 하기 위해 지면(9)을 터파기하고 상기 터파기 한 자리에 기초콘크리트(2)를 한다. 그리고, 상기 기초콘크리트(2)의 위에 돌을 깨서 대략 입방체로 만든 석재(3)를 한켜 쌓은 다음 그 뒤를 자갈이나 모래, 흙과 같은 뒷채움돌(4)로 채워서 다지고, 또다시 그 위에 석재(3)를 한켜 쌓은 다음, 그 뒤를 뒷채움돌(4)로 채워 다지는데 이러한 공정을 석재(3)와 뒷채움돌(4)이 적정한 높이가 될 때까지 반복하여 쌓은 다음 그 위를 상단콘크리트(5)로 마감하여 메쌓기를 완성하게 된다.In general, when small scale embankments such as coasts and small rivers are piled up, most of them are constructed by a stacking method, as shown in FIG. 1, in consideration of the size and cost of construction. In order to strengthen, the ground 9 is dug and the foundation concrete 2 is made in one place of the dug. Then, the stone is broken on top of the foundation concrete (2) and piled up roughly into a cube (3) made of cubes, followed by filling with a backfill (4) such as gravel, sand, and soil, and then the stone (3) on it. ) And pile it up with backfilling stones (4), repeating this process until the stone (3) and backfilling stones (4) are at the proper height, and then stacked on top of the top concrete (5). Finish to complete the stacking.

그러나 이와 같은 메쌓기에 이용되는 석재(3)는 대부분 석산을 이루는 큰바위를 쪼개어 채취하는데 바위의 특성상 원하는 방향으로 절단되지 않기 때문에 모양이나 크기가 정형화되지 않아 방조제 시공시 메쌓기를 할 경우 석재(3)와 석재(3) 사이에 틈이 발생되고, 그 사이에 토사나 자갈과 같은 뒷채움돌(4)이 조수의 간만의 차나 강물의 빠른 유속에 의해 씻겨나가게 되며, 전체적으로는 방조제의 안정성이 떨어지게 된다. 또한 석재(3)를 운반할 경우에도 운반차량에 석재(3)를 차곡차곡 적재할 수 없기 때문에 다량의 석재(3)를 동시에 운반할 수 없어 운송횟수의 증가로 인한 공사비를 가중시킬 뿐만 아니라 석재(3)를 석산에서 채취하기 때문에 필연적으로 산림을 훼손시키게 되는 문제점이 있었다.However, the stone (3) used in the stacking is collected by splitting a large rock that forms most of the stone, but because it is not cut in the desired direction due to the characteristics of the rock, the shape or size is not standardized. There is a gap between 3) and the stone (3), between which the backfilling stones (4), such as soil and gravel, are washed away by the tidal wave and the rapid flow of the river. do. In addition, even when transporting the stone (3), because the stone (3) can not be loaded on the transport vehicle one by one, it is not possible to carry a large amount of stone (3) at the same time to increase the construction cost due to the increase in the number of transportation as well as stone Because (3) is taken from the Seoksan, there is a problem that it will inevitably damage the forest.

본 발명은 전술한 바와 같은 종래의 메쌓기에 이용되는 석재의 문제점에 착안하여 제안된 것으로, 제작 및 운반이 용이하고, 제작비도 저렴하며, 보다 견고한 방조제의 시공을 할 수 있도록 규격화하여 형성한 호안블록을 제공하고자 하는 것이다.The present invention has been proposed in view of the problems of the stone used in the conventional racking as described above, the fabrication is formed by standardizing to make the construction of the easier to manufacture and transport, the production cost is cheaper, more durable To provide a block.

도 1은 종래의 메쌓기를 나타낸 단면도.1 is a cross-sectional view showing a conventional racking.

도 2는 본 발명의 실시예를 나타낸 사시도.2 is a perspective view showing an embodiment of the present invention.

도 3은 본 발명의 실시예를 나타낸 단면도.3 is a cross-sectional view showing an embodiment of the present invention.

도 4는 본 발명의 다른 실시예를 나타낸 사시도.4 is a perspective view showing another embodiment of the present invention.

도 5는 본 발명인 호안블록을 이용한 메쌓기를 나타낸 단면도.Figure 5 is a cross-sectional view showing the stacking using the inventors repose block.

*도면의 주요 부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

2:기초콘크리트 3:석재 4:뒷채움돌2: foundation concrete 3: stone 4: backfill

5:상단콘크리트 9:지면 11:블록5: Top concrete 9: Ground 11: Block

11a:결합돌기 11b:결합홈 11c:문양11a: engaging projection 11b: coupling groove 11c: glyph

12:앵커플레이트 12a:고정부 12b:걸림부12: anchor plate 12a: fixed part 12b: hook

본 발명의 특징에 따르면, 콘크리트로 성형되며 상단과 하단에 각각 결합돌기(11a)와 결합홈(11b)이 형성된 블록(11)과, 상기 블록(11)의 배면에 일부 매입되어 결합한 앵커플레이트(12)로 이루어진 것을 특징으로 하는 호안블록이 제공된다.According to a feature of the present invention, the block 11 is formed of concrete and the coupling protrusion (11a) and the coupling groove (11b) is formed on the top and bottom, respectively, and the anchor plate coupled to a part of the back of the block (11) ( Provided is a raft block, characterized in that consisting of 12).

본 발명의 다른 특징에 따르면, 상기 블록(11)의 정면에 문양(11c)를 형성하고, 상기 앵커플레이트(12)에 걸림부(12b)를 형성한 것을 특징으로 하는 호안블록이 제공된다.According to another feature of the present invention, there is provided a relief block characterized in that the pattern (11c) is formed on the front of the block 11, and the engaging portion (12b) is formed on the anchor plate (12).

이하에서 도면을 참조하여 본 발명의 바람직한 실시예를 설명한다.Hereinafter, with reference to the drawings will be described a preferred embodiment of the present invention.

도 2는 본 발명의 실시예를 나타낸 사시도이고, 도 3은 본 발명의 실시예를 나타낸 단면도이다. 도시한 바와 같이 본 발명인 호안블록은 상단에 결합돌기(11a)가 형성되고, 하단에 결합홈(11b)이 형성된 블록(11)과, 상기 블록(11)의 배면에 일부가 매입되어 결합되는 앵커플레이트(12)로 구성된 것으로, 상기 블록(11)은 콘크리트로 성형하며, 형틀에 반죽된 콘크리트를 채운 다음 양생하여 형성하는 것이 바람직하다.2 is a perspective view showing an embodiment of the present invention, Figure 3 is a cross-sectional view showing an embodiment of the present invention. As shown in the present invention, the revetment block of the present invention has a coupling protrusion (11a) is formed at the upper end, a block 11 is formed with a coupling groove (11b) at the bottom, and the anchor is coupled to a part of the back of the block 11 is embedded It is composed of a plate 12, the block 11 is formed of concrete, it is preferable to form by curing and then curing the dough kneaded in the mold.

한편, 경우에 따라서는 블록(11)에 다양한 색을 첨가하거나 블록 전면에 색을 도포하여 그 쓰임의 장소에 따라 적당한 색상의 블록(11)을 골라 사용할 수 있도록 하고, 상기 블록(11)의 형상의 단면 사각형상 뿐만아니라 단면 육각형 등 다양한 형상으로 형성할 수 있다.In some cases, various colors may be added to the block 11 or colors may be applied to the entire surface of the block to select and use a block 11 of a suitable color according to the place of use, and the shape of the block 11 may be used. It can be formed in various shapes such as a rectangular cross section as well as a hexagonal cross section.

상기 앵커플레이트(12)는 적절한 두께와 폭의 철판을 사용하며 그 매입단부는 수직으로 고정부(12a)를 형성하여 블록(11)과의 부착력이 향상되도록 한다.The anchor plate 12 uses an iron plate having an appropriate thickness and width, and the buried end forms a fixing portion 12a vertically to improve adhesion to the block 11.

또한, 상기 블록(11)과 앵커플레이트(12)의 결합은 형틀에 미리 앵커플레이트(12)의 고정부(12a) 부분을 삽입한 다음 반죽된 콘크리트를 형틀에 부어 양성함으로써 이들을 서로 결합하는 것이 바람직하다.In addition, the combination of the block 11 and the anchor plate 12 is preferably inserted into the mold portion of the anchoring portion 12a of the anchor plate 12 in advance in the mold, and then pour the kneaded concrete into the mold to combine them with each other. Do.

도 4는 본 발명의 다른 실시예를 나타낸 사시도이다.4 is a perspective view showing another embodiment of the present invention.

도시한 바와 같이 본 발명의 다른 실시예에 따르면, 상기 블록(11)에 일단이 매입되어 노출된 앵커플레이트(12)의 상단과 하단 그리고 끝단에 돌출된 걸림부(12b)를 적어도 한 개 이상 형성하고, 상기 블록(11)의 정면에 다양한 종류의 형상과 크기의 문양(11c)을 선택적으로 형서하여 메쌓기 시공이 완료되었을 경우 외관이 양호하도록 한다.As shown, according to another embodiment of the present invention, at least one engaging portion 12b protruding from the upper end, the lower end, and the end of the anchor plate 12 exposed and embedded in the block 11 is formed. In addition, various shapes and sizes of patterns 11c are selectively formed on the front of the block 11 so that the appearance is good when the stacking construction is completed.

이와 같이 형성된 호안블록(10)을 이용한 메쌓기 공법을 도 5를 참조하여 살펴보면 다음과 같다.Looking at the lapping method using the raft block 10 formed as described above with reference to FIG.

우선 기초콘크리트(2)위에 호안블록(10)을 한켜 쌓은 다음 그 뒤를 뒷채움돌(4)로 채워 다짐을 하되 앵커플레이트(12)가 묻히도록 한다. 그리고, 이미 쌓여진 상기 호안블록(10)의 상단에 또 다시 호안블록(10)을 한켜 쌓되 하측 블록(11)의 결합돌기(11a)에 상측 블록(11)의 결합홈(11b)이 삽입되며 동시에 하측 블록(11)과 상측 블록(11)이 엇배열되도록 쌓은 다음 또다시 뒷채움돌(4)로 앵커플레이트(12)가 묻히도록 채워 다진다. 또한, 상기 공정을 반복하여 블록(11)과 뒷채움돌(4)의 높이가 적정한 높이가 될 때까지 쌓은 후 그 상단을 상단콘크리트(5)로 마감하여 메쌓기를 완료한다.First stack the revetment block (10) on the foundation concrete (2) and then fill the back with a backing stone (4), but the anchor plate 12 is buried. In addition, the stacking grooves (11b) of the upper block 11 is inserted into the coupling protrusion (11a) of the lower block 11, and stacked on the top of the already secured stack of the revetment block (10). The lower block 11 and the upper block 11 are stacked so as to be arranged side by side, and then again filled with the anchor plate 12 with the backfill stones 4. In addition, by repeating the above process until the height of the block 11 and the backfill stone (4) to the appropriate height is piled up to finish the stacking with the top of the top concrete (5).

이와 같이 호안블록(10)을 이용하여 메쌓기를 하게 되면 호안블록(10)이 정형화되어 있기 때문에 메쌓기 시공이 빠르고 간편하며 미려하게 시행할 수 있고, 운반시 다량의 호안블록(10)을 동시에 운송할 수 있으며, 특히 블록(11)과 블록(11) 사이에 뒷채움돌(4)이 유출될만한 틈이 발생되지 않아 안정적이다. 또한, 상기 앵커플레이트(12)는 앵커처럼 뒷채움돌(4)에 묻혀있기 때문에 층층이 쌓여 있는 블록(11) 상태를 고정하고, 메쌓기 시공후의 상태를 더욱 안정적으로 유지하며, 장마철이나 홍수 때 많은 량의 물이 빠른 유속으로 흐를 경우 이를 휩쓸려 블록(11)이 이탈되려 하는 것을 방지하게 된다.In this way, when the stacking using the rafting block 10, since the rafting block 10 is standardized, the construction of the stacking can be carried out quickly, easily and beautifully, and at the same time a large amount of the rafting block 10 during transportation It can be transported, and in particular, there is no gap between the block 11 and the block 11 so that the backfill stone 4 can flow out and is stable. In addition, since the anchor plate 12 is buried in the backfill stone 4 like an anchor, it fixes the state of the block 11 in which the layers are stacked, and maintains the state after the stacking construction more stably, during a rainy season or during flooding. If water flows at a high flow rate, it is swept away to prevent the block 11 from attempting to escape.

이상에서 설명한 본 발명에 따르면, 상단과 하단에 각각 결합돌기와 결합홈이 형성된 블록과, 상기 블록의 일측면에 결합된 앵커플레이트로 이루어진 호안블록을 이용하여 메쌓기를 함으로써, 메쌓기의 시공을 비교적 견고하고 정밀하게 할 수 있고, 석재보다 단가가 싸기 때문에 공사비를 절감할 수 있으며, 환경보호에도 일조할 수 있는 효과가 있다.According to the present invention described above, by stacking using a block formed with a coupling protrusion and a coupling groove at the top and bottom, and an anchor block composed of an anchor plate coupled to one side of the block, the construction of the racking relatively Since it can be firm and precise, and the unit price is cheaper than stone, construction cost can be reduced and environmental protection can be contributed.

Claims (2)

콘크리트로 성형되며 상단과 하단에 각각 결합돌기(11a)와 결합홈(11b)이 형성된 블록(11)과, 상기 블록(11)의 배면에 일부 매입되어 결합된 앵커플레이트(12)로 이루어진 것을 특징으로 하는 호안블록.It is formed of a block 11 is formed of a block 11 is formed with a coupling protrusion (11a) and a coupling groove (11b) at the top and bottom, and the anchor plate 12 is partially embedded in the back of the block 11 is coupled Ban block. 제1항에 있어서, 상기 블록(11)의 정면에 문양(11c)를 형성하고, 상기 앵커플레이트(12)에 걸림부(12b)를 형성한 것을 특징으로 하는 호안블록.The relief block according to claim 1, wherein a pattern (11c) is formed on a front surface of the block (11), and a locking portion (12b) is formed on the anchor plate (12).
KR1019970005713A 1997-02-25 1997-02-25 Block for protecting coastal KR100189603B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100483885B1 (en) * 2002-05-23 2005-04-18 이근희 Method for constructing bank protection in soft ground of river-mouth or the seaside
KR100515136B1 (en) * 2002-11-26 2005-09-15 이근희 Vegetation block, and method for constructing vegetation retaining wall and bank protection using the block

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100961049B1 (en) * 2009-11-02 2010-06-01 김수득 Block for slope protection
KR102679186B1 (en) 2023-09-14 2024-06-27 주식회사 영풍위생방역 Harmful insect grasping equipment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100483885B1 (en) * 2002-05-23 2005-04-18 이근희 Method for constructing bank protection in soft ground of river-mouth or the seaside
KR100515136B1 (en) * 2002-11-26 2005-09-15 이근희 Vegetation block, and method for constructing vegetation retaining wall and bank protection using the block

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