KR100961049B1 - Block for slope protection - Google Patents

Block for slope protection Download PDF

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Publication number
KR100961049B1
KR100961049B1 KR1020090104943A KR20090104943A KR100961049B1 KR 100961049 B1 KR100961049 B1 KR 100961049B1 KR 1020090104943 A KR1020090104943 A KR 1020090104943A KR 20090104943 A KR20090104943 A KR 20090104943A KR 100961049 B1 KR100961049 B1 KR 100961049B1
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South Korea
Prior art keywords
block
anchor plate
protection
hollow portion
hole
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KR1020090104943A
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Korean (ko)
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김수득
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김수득
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Priority to KR1020090104943A priority Critical patent/KR100961049B1/en
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    • 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
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
    • 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

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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 block for slope protection is provided to improve the integrity of structure and stability, and to facilitate manufacture, conveyance, keeping, and loading on site. CONSTITUTION: A block for slope protection comprises a block(11) and an anchor plate(12). The block comprises a coupling protrusion(11a), a coupling groove(11b), a hollow(16), and a rear through-hole(17). The coupling groove is formed of concrete and is formed at the upper end of the coupling groove. The coupling groove is coupled with the coupling protrusion and is formed at the lower end. The anchor plate is extended to the rear side of the block. The rear through-hole is communicated from the middle of the hollow part to the rear part.

Description

법면보호용 메쌓기 블록{Block for slope protection}Block for slope protection {Block for slope protection}

본 발명은 법면보호용 메쌓기 블록에 관한 것으로서, 좀 더 상세히는 제작과 운반이 용이하며 제작비가 저렴하며, 견고한 메쌓기의 정밀시공이 가능한 새로운 구조의 법면보호용 메쌓기 블록에 관한 것이다.The present invention relates to a surface protection stacking block, and more particularly to a manufacturing and transporting, low cost of production, and a new structure for the surface protection stacking block capable of precise construction of a solid stacking.

해안이나 소하천과 같은 곳의 소규모 방조제 등을 쌓을 경우, 방조제의 기초를 튼튼히 하기 위해 지면을 터파기 한 후에 기초콘크리트를 타설하고, 그 위에 입방체로 가공한 석재를 한 켜 쌓은 다음 그 뒤를 자갈이나 모래, 흙과 같은 뒷채움돌을 채워 다지는 과정을 반복하여 메쌓기를 완성하게 된다. 그런데, 이러한 석재를 이용하여 메쌓기를 하는 것은 큰 바위를 쪼개어 가공하므로, 정확한 형태와 크기로 절단되지 못하여 메쌓기를 할 경우 석재와 석재 사이에 틈새가 많이 생겨서 그 사이로 토사나 자갈과 같은 뒷채움돌이 유실됨으로써 호안구조가 구조적으로 취약해지는 문제점이 있었다. 아울러 골재의 채취와 운반에 많은 비용이 소요되므로 채산성도 맞추기 어렵다는 문제점이 있었다. In the case of stacking small scale embankments, such as coasts and small rivers, after laying up the ground to strengthen the foundation, the foundation concrete is poured, and a cube of stone processed by cubes is stacked on top of it, followed by gravel or sand. To complete the stacking process, the backfilling process, such as soil, is filled and compacted. By the way, the piled up using such stone is processed by breaking a large rock, so when the pile is not cut to the exact shape and size, there are many gaps between the stone and the stone, and the backfilling stones such as soil and gravel are interposed between them. There was a problem in that the relief structure structurally weak by being lost. In addition, there is a problem in that it is difficult to meet the profitability of the aggregate because it takes a lot of cost to collect and transport.

이에 본 발명자는 도 1과 도 2에 도시된 바와 같이, 콘크리트로 성형되며 상단과 하단에 각각 결합돌기(11a)와 결합홈(11b)이 형성된 블록(11)과, 이 블록(11)의 배면에 일부 매입되어 결합된 앵커플레이트(12)로 이루어진 것을 특징으로 하는 호안블록을 제안한 바 있다. 이러한 호안블록은 용이하게 빈틈없고 견고하게 블록(11)의 축조가 가능하고, 앵커플레이트(12)로 인해 배면부의 뒷채움 흙과의 마찰력을 높여서 견고한 호안구조를 달성할 수 있는 장점이 있고, 아울러 석재보다 단가가 저렴하여 공사비를 줄일 수 있는 장점이 있다.1 and 2, the inventors are formed of concrete, the block 11 is formed with a coupling protrusion (11a) and the coupling groove (11b) at the top and bottom, respectively, and the back of the block (11) Some have been proposed to have a revetment block, consisting of an anchor plate 12 is embedded in the couple. Such a revetment block can be easily built up tightly and firmly and the block 11 can be constructed, and the anchor plate 12 has the advantage of achieving a stable relieving structure by increasing friction with the back-filling soil of the rear part, and stone Since the unit price is cheaper, there is an advantage to reduce the construction cost.

그런데 이러한 종래의 호안블록은 앵커플레이트(12)가 블록(11)의 배면부에 매입되어 길게 연장된 구조를 취하기 때문에, 블록(11)의 자동화 생산라인에서 돌출된 앵커플레이트(12)가 거추장스러운 장애물이 되므로, 그만큼 수작업이 많이 소요되어 생산성이 저하됨은 물론, 블록의 운반이나 보관 또는 현장에서의 적치 등이 번거롭고 공간과 부피를 많이 차지하는 문제점이 있었다. By the way, since the anchor plate 12 is embedded in the rear portion of the block 11 takes a long elongated structure, the anchor plate 12 protruding from the automated production line of the block 11 is obstructive obstacles Therefore, it takes a lot of manual work, so that the productivity is lowered, there is a problem that the transportation and storage of the block or the storage of the site is cumbersome and occupies a lot of space and volume.

본 발명은 전술한 바와 같은 종래의 법면 보강에 관련한 문제점에 착안하여 제안된 것으로서, 본 발명은 구조가 간단하여 운반이나 보관 및 현장의 적치가 용이하고, 축조 시공이 용이할 뿐만 아니라, 축조된 축대의 구조적인 일체성과 안정성이 우수한 새로운 구조의 법면보호용 메쌓기 블록을 제공하고자 하는 것이다.The present invention has been proposed in view of the problems related to the conventional surface reinforcement as described above, the present invention is simple in structure, easy to transport or storage and site loading, easy to build construction, as well as a built-in shaft In order to provide a new structure of the legal protection block block with excellent structural integrity and stability.

본 발명의 한 특징에 따르면, 콘크리트로 성형되며 상단에 형성된 결합돌기(11a)와 하단에 형성되며 상기 결합돌기(11a)와 결합되는 결합홈(11b)이 형성된 블록(11)과, 이 블록(11)의 배면으로 연장되도록 설치되는 앵커플레이트(12)를 포함하는 법면보호용 메쌓기 블록에 있어서, 상기 블록(11)에는 상하방향으로 관통되는 중공부(16)와, 이 중공부(16)의 중간에서 후방으로 연통되는 후방관통공(17)이 형성되며, 상기 앵커플레이트(12)는 상기 중공부(16)를 통해서 후방관통공(17)으로 삽입되어 블록(11)의 후방으로 연장되는 것을 특징으로 하는 법면보호용 메쌓기 블록이 제공된다.According to one feature of the present invention, the block 11 is formed of a concrete formed with a coupling protrusion (11a) formed at the top and the coupling groove (11b) formed at the bottom and coupled to the coupling protrusion (11a), and the block ( 11. In a protection block stacking block including an anchor plate 12 installed to extend to a rear surface of a block 11, the block 11 includes a hollow portion 16 penetrating in an up and down direction and a portion of the hollow portion 16. A rear through hole 17 is formed which communicates with the rear part in the middle, and the anchor plate 12 is inserted into the rear through hole 17 through the hollow part 16 and extends to the rear of the block 11. Characterized by a protective block stacking block is provided.

본 발명의 다른 특징에 따르면, 상기 중공부(16)는 현장 축조시에 몰탈(20)이나 콘크리트로 충전되는 것을 특징으로 하는 법면보호용 메쌓기 블록이 제공된다.According to another feature of the present invention, the hollow portion 16 is provided with a protection block stacking block, characterized in that filled with mortar 20 or concrete at the time of site construction.

본 발명의 또 다른 특징에 따르면, 상기 앵커플레이트(12)의 중간에는 연결공(18)이 형성되고, 별도의 연결플레이트(19)가 이 연결공(18)을 통해 결합되어 인접하는 블록(11)의 앵커플레이트(12)들을 횡방향으로 서로 연결하도록 된 것을 특징으로 하는 법면보호용 메쌓기 블록이 제공된다. According to another feature of the invention, the connecting plate 18 is formed in the middle of the anchor plate 12, the separate connecting plate 19 is coupled through the connecting hole 18 adjacent block 11 The anchor plate 12 is provided with a front protection racking block, characterized in that to be connected to each other in the transverse direction.

본 발명의 법면보호용 메쌓기 블록에 따르면, 결합돌기(11a)와 결합홈(11b)이 형성된 블록(11)에 상하방향의 중공부(16)를 형성하고, 이 중공부(16)의 중간에서 후방으로 연통되는 후방관통공(17)을 형성함으로써, 이 블록(11)과 별체로 된 앵커플레이트(12)를 현장에서 블록(11)의 중공부(16)와 후방관통공(17)을 통해 후방으로 연장 돌출시키도록 시공할 수 있기 때문에, 법면보호용 블록의 제조시에 생산성이 향상되고, 인건비가 줄게 되며, 운반이나 보관 또는 현장에서의 적치시에 공간과 부피를 적게 치자힐 수 있어서, 매우 편리하고 시공성이 우수하게 된다.According to the protection block stacking block of the present invention, the hollow portion 16 in the vertical direction is formed in the block 11 in which the engaging projection 11a and the engaging groove 11b are formed, and in the middle of the hollow portion 16. By forming the rear through hole 17 communicating rearwardly, the anchor plate 12 separate from the block 11 is opened in the field through the hollow portion 16 and the rear through hole 17 of the block 11. Since it can be extended to protrude rearward, productivity can be improved during manufacturing of the protective surface block, labor costs can be reduced, and space and volume can be minimized during transportation, storage or on-site storage. It is convenient and excellent in workability.

또한, 이 블록(11)의 중간에 형성된 중공부(16)를 통해 몰탈이나 시멘트를 충전함으로써, 앵커플레이트(12)가 견고하게 장착될 수 있고, 상하로 배치되는 블록(11)간에 접착력이나 구조적 일체성이 몰탈이나 시멘트에 의해 강화되므로 축조된 축대의 구조적 안정성이 증대된다. 또한, 앵커플레이트(12)에 연결공(18)을 형성하여 이를 연결플레이트(19)에 의해 횡방향으로 서로 결속함으로써, 블록 들간의 구조적 일체성이 더욱 증대되고 축대의 구조적 안정성이 더욱 향상된다.In addition, by filling the mortar or cement through the hollow portion 16 formed in the middle of the block 11, the anchor plate 12 can be securely mounted, the adhesive force or structural between the blocks 11 arranged up and down Since the integrity is enhanced by mortar or cement, the structural stability of the constructed shaft is increased. In addition, by forming the connecting holes 18 in the anchor plate 12 and binding them to each other in the transverse direction by the connecting plate 19, the structural integrity between the blocks is further increased and the structural stability of the shaft is further improved.

이하에서 도면을 참조하여 본 발명의 바람직한 실시예를 설명하면 다음과 같다. 도 3은 본 발명의 일 실시예에 따른 메쌓기 블록의 사시도이고, 도 4는 이 블록에 앵커플레이트를 삽입하는 과정을 보여주며, 도 5는 앵커플레이트의 삽입이 완료된 상태도이다. 도시된 바와 같이 본 발명에 따르면, 콘크리트로 제작되며 그 상면에는 횡방향의 결합돌기(11a)가 형성되고, 이에 대응하여 그 저면에는 횡방향의 결합홈(11b)가 형성된 블록(11)이 제공된다. 이 블록(11)의 대략 후방에는 상하방향으로 관통되는 중공부(16)가 형성되고, 이 중공부(16)의 중간에서 연통되어 후방으로 연장되는 후방관통공(17)이 형성된다.Hereinafter, with reference to the drawings will be described a preferred embodiment of the present invention. Figure 3 is a perspective view of a stacking block according to an embodiment of the present invention, Figure 4 shows a process of inserting the anchor plate in this block, Figure 5 is a state diagram of the insertion of the anchor plate is completed. As shown, according to the present invention, a block 11 is made of concrete and has a coupling protrusion 11a formed in a transverse direction on an upper surface thereof, and correspondingly provided with a block 11 having a coupling groove 11b formed in a transverse direction on its bottom surface. do. The hollow part 16 which penetrates in the up-down direction is formed in the substantially back of this block 11, and the back through hole 17 which communicates in the middle of this hollow part 16, and extends back is formed.

그리고 본 발명에 사용되는 앵커플레이트(12)는 바람직하게는 적절하게 벤딩가능한 메탈 또는 수지 등의 재료로 제작되고 그 후단에는 확장부(13)가 형성된 것으로서, 도 4에서와 같이 중공부(16)를 통해서 후방관통공(17)쪽으로 밀어 넣을 수 있고, 완전히 삽입하면 도 5와 같이 앵커플레이트(12)가 블록(11)의 후방으로 돌출 연장된다. 이에 따라 공장에서는 블록(11)과 앵커플레이트(12)를 별체로 제작한 후에 현장에 반입하여, 현장에서 블록(11)에 앵커플레이트(12)를 삽입하고 중공부(16)에 몰탈(20)을 충전하여 완성한다. 이 앵커플레이트(12)는 축대의 후방으로 연장되어 뒷채움흙과 마찰결합되어 지내력을 높이기 위한 것이다.In addition, the anchor plate 12 used in the present invention is preferably made of a material such as bendable metal or resin, and the extension portion 13 is formed at the rear end thereof, and the hollow portion 16 as shown in FIG. Through it can be pushed toward the rear through hole 17, when fully inserted, the anchor plate 12 protrudes to the rear of the block 11 as shown in FIG. Accordingly, in the factory, the block 11 and the anchor plate 12 are separately manufactured and brought into the site, and the anchor plate 12 is inserted into the block 11 at the site, and the mortar 20 is inserted into the hollow part 16. To complete the charge. The anchor plate 12 extends to the rear of the shaft and is frictionally coupled with the backfilling soil to increase the bearing capacity.

도 6은 본 발명의 또 다른 실시예의 구성도로서, 도시된 바와 같이, 앵커플레이트(12)의 중간에 연결공(18)을 형성하고, 이 연결공(18)을 통해 연결플레이 트(19)를 삽입하여 결합함으로써, 인접하는 블록(11)들을 횡방향으로 서로 결속함으로써, 축대의 구조적 일체성을 더욱 강화한 것이다. 이 연결플레이트(19)는 두 줄 이상 설치될 수 있다.6 is a configuration diagram of another embodiment of the present invention, as shown, forming a connection hole 18 in the middle of the anchor plate 12, through the connection hole 18 connecting plate 19 By inserting and joining, by binding the adjacent blocks 11 to each other in the transverse direction, the structural integrity of the shaft is further enhanced. The connecting plate 19 may be installed in two or more lines.

도 1과 도 2는 종래의 호안블록의 구성도1 and 2 is a block diagram of a conventional revetment block

도 3은 본 발명의 일 실시예의 사시도3 is a perspective view of one embodiment of the present invention;

도 4는 상기 실시예의 앵커플레이트를 삽입하는 과정의 단면도Figure 4 is a cross-sectional view of the process of inserting the anchor plate of the embodiment

도 5은 상기 실시예의 단면도5 is a cross-sectional view of the embodiment

도 6은 본 발명의 다른 실시예의 사시도6 is a perspective view of another embodiment of the present invention

Claims (3)

콘크리트로 성형되며 상단에 형성된 결합돌기(11a)와 하단에 형성되며 상기 결합돌기(11a)와 결합되는 결합홈(11b)이 형성된 블록(11)과, 이 블록(11)의 배면으로 연장되도록 설치되는 앵커플레이트(12)를 포함하는 법면보호용 메쌓기 블록에 있어서, 상기 블록(11)에는 상하방향으로 관통되는 중공부(16)와, 이 중공부(16)의 중간에서 후방으로 연통되는 후방관통공(17)이 형성되며, 상기 앵커플레이트(12)는 상기 중공부(16)를 통해서 후방관통공(17)으로 삽입되어 블록(11)의 후방으로 연장되는 것을 특징으로 하는 법면보호용 메쌓기 블록.A block 11 formed of concrete and having a coupling protrusion 11a formed at the top and a coupling groove 11b formed at the bottom and coupled to the coupling protrusion 11a, and installed to extend to the rear surface of the block 11. In the protection block stacking block comprising an anchor plate 12, the hollow portion 16 penetrates up and down in the block 11, and the rear through the rear communication in the middle of the hollow portion 16 Ball 17 is formed, the anchor plate 12 is inserted into the rear through-hole 17 through the hollow portion 16 is a protective surface stacking block, characterized in that extending to the rear of the block (11). . 제 1 항에 있어서, 상기 중공부(16)는 현장 축조시에 몰탈(20)이나 콘크리트로 충전되는 것을 특징으로 하는 법면보호용 메쌓기 블록.The method of claim 1, wherein the hollow portion 16 is a block protection block for protection surface, characterized in that filled with mortar (20) or concrete at the time of site construction. 제 1 항 또는 제 2 항에 있어서, 상기 앵커플레이트(12)의 중간에는 연결공(18)이 형성되고, 별도의 연결플레이트(19)가 이 연결공(18)을 통해 결합되어 인접하는 블록(11)의 앵커플레이트(12)들을 횡방향으로 서로 연결하도록 된 것을 특징으로 하는 법면보호용 메쌓기 블록.According to claim 1 or 2, wherein the connection plate 18 is formed in the middle of the anchor plate 12, a separate connection plate 19 is coupled through the connection hole 18 to the adjacent block ( 11) The protection plate for the protection surface, characterized in that the anchor plate (12) of the transverse direction to be connected to each other.
KR1020090104943A 2009-11-02 2009-11-02 Block for slope protection KR100961049B1 (en)

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Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100189603B1 (en) * 1997-02-25 1999-06-01 김수득 Block for protecting coastal

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100189603B1 (en) * 1997-02-25 1999-06-01 김수득 Block for protecting coastal

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