KR100843330B1 - The block for protecting bank - Google Patents

The block for protecting bank Download PDF

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Publication number
KR100843330B1
KR100843330B1 KR1020070029304A KR20070029304A KR100843330B1 KR 100843330 B1 KR100843330 B1 KR 100843330B1 KR 1020070029304 A KR1020070029304 A KR 1020070029304A KR 20070029304 A KR20070029304 A KR 20070029304A KR 100843330 B1 KR100843330 B1 KR 100843330B1
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South Korea
Prior art keywords
vegetation
block
neck
stepped
shear key
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KR1020070029304A
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Korean (ko)
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문희성
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문희성
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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
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G24/00Growth substrates; Culture media; Apparatus or methods therefor
    • A01G24/40Growth substrates; Culture media; Apparatus or methods therefor characterised by their structure
    • A01G24/44Growth substrates; Culture media; Apparatus or methods therefor characterised by their structure in block, mat or sheet form

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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)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental Sciences (AREA)
  • Revetment (AREA)

Abstract

Step type vegetation revetment blocks are provided to make a vegetation area at a part of the block by plating plants. Step type vegetation revetment blocks comprise a body(10), a neck(20), and a bottom(30). The body has a front face(11), a front shear key(12), and a vegetation area(13). The neck is formed at the back of the body. The bottom, attached to the back of the neck, has a rear face(31). Lateral faces(14) of the body are inclined at a corner(15) toward the neck. A neck surface(22) of the neck is provided with fasting members grooves(25,25-1) at front and rear upper ends. Two lateral faces of the neck is stepped down from the lateral faces of the body. Bottom lateral faces(33) is inclined between the rear face and a front face(32). Rear shear keys(35) are formed on a top face(34) of the bottom. Fastening members are inserted in the fastening member grooves of the neck. H-like space members and filling materials are inserted between the bottoms.

Description

계단식 식생호안블록{The block for protecting bank }Terraced Vegetation Shore Block {The block for protecting bank}

도1은 종래 기술의 조경블록 상면 사시도이고,1 is a top perspective view of a landscape block of the prior art,

도2는 상기 도1의 조경블록 저면 사시도이며,2 is a bottom perspective view of the landscaping block of FIG.

도3은 다른 종래 기술의 옹벽용 블록과 시공 방법 사시도이고,Figure 3 is another perspective view of the retaining wall block and construction method of the prior art,

도4는 본 발명의 식생호안블록 상면 사시도이며,4 is a perspective view of the top surface of the vegetation protection eye block of the present invention,

도5는 본 발명의 식생호안블록 저면사시도이고,Figure 5 is a bottom perspective view of the vegetation lake ophthalmic block of the present invention,

도6은 본 발명의 식생호안블록 결합 시공방법 사시도이며,Figure 6 is a perspective view of a vegetation protection block combined construction method of the present invention,

도7은 본 발명의 식생호안블록 결합 시공방법 평면도이고,Figure 7 is a plan view of the vegetation lake eye block coupling construction method of the present invention,

도8은 본 발명의 식생호안블록 결합 시공방법 측면도이며,Figure 8 is a side view of the vegetation protection block combined construction method of the present invention,

도9는 본 발명의 식생호안블록 결합 시공방법 공정도이다.Figure 9 is a process diagram of the vegetation protection block bonding construction method of the present invention.

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>

10 : 몸통부 11 : 전면부 11-1 : 반원주름홈 10: body portion 11: the front portion 11-1: semi-circle wrinkle groove

12 : 전방전단키 13,13-2 : 식생공간 14 : 몸통측면 12: Front shear key 13,13-2: Vegetation space 14: Body side

15 : 모서리 20 : 목부 15: corner 20: neck

22 :목부면 25,25-1 : 결속재홈 22: neck 25,25-1: binding groove

30 : 하부 31 : 후면부 32 : 하부전면 30: lower part 31: rear part 32: lower front

33 : 하부측면 34 : 하부상면 35 : 후방전단키 40 : 결속재 33: lower side 34: lower upper 35: rear shear key 40: binding material

50: 간격재 60 : 충진재 70 : 혼합석 80 : 부몰탈 50: spacer 60: filler 70: mixed stone 80: mortar

90 : 부직포 100,100-2 : 식생호안블록 90: nonwoven fabric 100,100-2: vegetation protection block

본 발명은 계단식 식생호안블록에 관한 것으로, 보다 상세하게는 대하천이나 호안의 주위 경사면, 도로의 경사면, 아파트단지 내의 경사면 등에서의 토사 유실을 신속하고 확고하게 방지할 수 있도록 적층 시공하여 결속재, 간격재 및 충진재 등으로 옹벽블록 측방향 간의 결속을 견고하게 하여 하부에 하천 등의 침수시 하부 공간 생성으로 블록이 분리되어 옹벽 축조가 붕괴되는 것을 방지하고, 계단식으로 적층된 블록의 식생공간에 식재된 식물에 의해 조경도 양호하도록 하는 계단식 식생호안블록에 관한 것이다.The present invention relates to a stepped vegetation protection block, and more specifically, to the earthquake slope, the slope of the road, the slope of the road, such as the slope of the slope in the apartment complex laminated construction to quickly and firmly prevent the binding material, By strengthening the binding between the retaining wall blocks in the direction of the retaining wall block with spacers and fillers, the block is separated by the creation of the lower space when the river is flooded to prevent the retaining wall construction from collapsing and planting in the vegetation space of the stacked blocks It relates to a stepped vegetation lake block to ensure good landscaping by the plant.

일반적으로 토목 구조물 중 붕괴가 우려되는 대하천이나 호안의 주위 경사면, 도로의 경사면, 아파트단지 내의 경사면에는 자연재해를 방지하기 위한 옹벽이 시공되는데 이렇게 시공되는 옹벽을 구성하는 단위 블록을 옹벽블록이라 하고, 그 시공방법으로 수직 적층식 옹벽블록과 계단 적층식 옹벽블록이 있다.In general, retaining walls to prevent natural disasters are installed on the surrounding slopes of large rivers or lakes, the slopes of roads, and the slopes of apartment complexes. The construction methods include vertically stacked retaining wall blocks and staircase stacked retaining wall blocks.

도1과 도2에 나타난 바와 같이 "빗물받이가 구비된 옹벽축조용 조경블록 및 그 시공방법"은 수직 적층식 조경블록(100')으로서 본 발명자가 특허등록번호 제10-408850호(2003.11.26)로 특허등록 받은 것인데 전면부(11')가 단조롭고 경사 적층이 아닌 수직 적층에 따른 후방 토압에 대응하기 위하여 많은 시공 자재와 공사 기간이 필요하고 별도의 조경블록 및 빗물받이 자재가 필요한 문제점이 있다.As shown in Figure 1 and Figure 2 "Landscape block for retaining wall construction with rain gutters and its construction method" is a vertically stacked landscaping block (100 '), the inventors registered a patent No. 10-408850 (2003.11. 26), the front part (11 ') is monotonous and requires a lot of construction materials and construction periods to cope with the rear earth pressure due to vertical stacking rather than inclined stacking, and requires a separate landscaping block and rain gutter material. have.

도3에 나타난 바와 같이 "계단 적층식 식생 옹벽블록"은 거의 수직 적층식 조경블록으로서 등록실용신안번호 제20-429313호(2006.10.13)로 실용신안등록 받은 것인데 고안의 명칭은 계단 적층식이라고 하나 급격한 수직 경사면에 필요한 옹벽블록이어서 식생공간에 식물을 식재하기가 곤란하고, 고정핀으로 그리드를 고정시켜야하는 작업의 곤란성이 있고, 그 밖에 “로프나 와이어를 사용한 옹벽구조”의 특허출원번호 제10-2003-9291호(2003.02.14)와 “앵커 블록”의 실용신안등록 출원 번호 제20-2003-37569호(2003.12.02)가 있으나, 모두 경사가 급격한 옹벽에서 토사가 전방으로 밀리는 것을 방지하기 위한 것으로서, 하부에 침수되어 토사가 유실되면 측방향 옹벽블록 간의 결속이 견고하지 못하여 옹벽이 추락되므로 대하천이나 호안의 주위 경사면, 도로의 경사면 등에 시공하게 되면 붕괴의 위험을 내포하고 있어 안전성에 커다란 문제점이 있다. As shown in Fig. 3, "Stair stacked vegetation retaining wall block" is a vertically stacked landscaping block, which is a utility model registered under Utility Model No. 20-429313 (October 13, 2006). However, it is difficult to plant plants in the vegetation space because it is a retaining wall block necessary for a sharp vertical slope, and there is a difficulty of fixing the grid with fixing pins. In addition, the patent application number of "Retaining wall structure using rope or wire" Utility Model Registration No. 20-2003-37569 (2003.12.02) of 10-2003-9291 (2003.02.14) and "Anchor Block", but both prevent the soil from being pushed forward in a retaining wall with a steep slope. If the soil is submerged and the soil is lost, the binding between the lateral retaining wall blocks is not strong and the retaining wall falls. When it is installed on the back, there is a big problem in safety because it contains the risk of collapse.

그리고, 계단 적층식 조경블록으로서 등록실용신안번호 제20-405616호(2006.01.03)로 실용신안등록 받은 "생태 축조블록"이 있는데, 상기 등록실용신안도 고정핀과 지오그리드 만으로 옹벽블록 간을 결속하므로 대하천이나 호안의 주위 경사면에 시공시 고압의 하천이 저부로 침투하게 되면 측방향 옹벽블록 간의 결속이 견고하지 못하여 옹벽블록이 내려 앉게 되는 위험성이 있어 붕괴의 위험을 내포하고 있을 뿐만 아니라, 블록의 형상으로 볼 때 각종 돌기와 요홈이 많아 파손의 위험성이 있고 제조도 용이하지 못하다는 문제점이 있다.In addition, there is a "eco-construction building block" registered as a utility model registration No. 20-405616 (2006.01.03) as a stair stacking landscape block, and the registration utility model also binds the retaining wall block with only the fixing pin and the geogrid. Therefore, if the high-pressure river penetrates to the bottom when constructing the surrounding slopes of large rivers or lakes, there is a risk that the retaining wall blocks will fall down due to inadequate solidarity between the lateral retaining wall blocks. When viewed in the form of a variety of protrusions and grooves there is a risk of damage and there is a problem that is not easy to manufacture.

상기와 같은 문제점을 해소하기 위한 본 발명은 식생호안블록의 형상을 단조롭게 하여 제작이 용이하고 블록파손의 위험성도 최소화하며, 블록 간의 결속을 와이어 등의 결속재, "H"형 간격재 및 충진재 등으로 견고하게 하여 경사면의 대하천이나 호안의 주위 경사면, 도로의 경사면, 아파트단지 내의 경사면 등에 있어서 축조된 옹벽 하부에 흐르는 물이 유입되어도 블록들이 하부로 이탈되거나 옹벽이 붕괴되지 않도록 견고하게 결속시킴과 동시에 계단식으로 적층된 블록의 식생공간에 식재된 식물에 의해 조경도 양호하도록 하여 안전성과 환경을 동시에 만족시킬 수 있는 환경친화적 계단식 식생호안블록을 제공함에 그 목적이 있다.The present invention for solving the above problems is easy to manufacture by minimizing the shape of the vegetation protection block, minimizing the risk of block breakage, binding between blocks, such as wire binding material, "H" type spacers and fillers, etc. And solidify the blocks so that they do not fall down or the retaining wall collapses, even if water flowing under the built retaining wall flows in the large rivers of slopes, the surrounding slopes of lakes, the slopes of roads, the slopes of apartment complexes, etc. At the same time, the object of the present invention is to provide an environment-friendly stepped vegetation relief block that can satisfy the safety and the environment at the same time by improving the landscape by plants planted in the vegetation space of the stepped blocks.

이하 첨부되는 도면을 참조하여 상세히 설명하면 다음과 같다. 도4는 본 발명의 식생호안블록 상면 사시도이며, 도5는 본 발명의 식생호안블록 저면사시도이고, 도6은 본 발명의 식생호안블록 결합 시공 방법 사시도이며, 도7은 본 발명의 식생호안블록 결합 시공 방법 평면도이고, 도8은 본 발명의 식생호안블록 결합 시공방법 측면도이며, 도9는 본 발명의 식생호안블록 결합 시공방법 공정도이다.Hereinafter, described in detail with reference to the accompanying drawings. Figure 4 is a top perspective view of the vegetation relief block top of the present invention, Figure 5 is a bottom perspective view of the vegetation relief block of the present invention, Figure 6 is a perspective view of the combined method of the vegetation relief block of the present invention, Figure 7 is a vegetation relief block of the present invention 8 is a plan view of the bond construction method, Figure 8 is a side view of the vegetation relief block bonding construction method of the present invention, Figure 9 is a process diagram of the vegetation relief block bonding construction method of the present invention.

상기 도4 및 도5의 식생호안블록 사시도에 나타난 바와 같이, 상기와 같은 목적을 달성하기 위한 본 발명은 전면부(11), 전방전단키(12) 및 식생공간(13)이 구비된 몸통부(10)와, 상기 몸통부(10)의 후방에 연결된 목부(20)와, 상기 목부(20)의 후방에 연결되며 후면부(31)가 구비된 하부(30)로 구성된 계단식 식생호안블록(100)에 있어서, 상기 몸통부(10)의 양측 몸통측면(14)은 상기 전면부 양측의 모서리(15)에서 상기 목부(20)로 직선 내향되고, 상기 목부(20)의 목부면(22)은 폐쇄 육면체로서 전.후방 상단에 결속재홈(25,25-1)이 형성되어 상기 하부(30)와 수직 연결되되 상기 목부면(22)의 양측면은 상기 몸통측면(14) 후단과 단차되면서 연결되며, 상기 하부(30) 양측의 하부전면(32)과 연결되는 하부측면(33)은 후면 부(31) 양측단과 내향되게 연결되되, 상기 하부(30)의 하부상면(34) 양측에는 후방전단키(35)가 돌출되게 형성되는 것을 특징으로 하는 계단식 식생호안블록에 관한 것이다.As shown in the perspective view of the vegetation protection eye block of Figures 4 and 5, the present invention for achieving the above object is provided with a front portion 11, the front shear key 12 and the body portion provided with a vegetation space (13) 10), a stepped vegetation relief block 100 consisting of a lower portion 30, which is connected to the rear of the neck portion 20, the lower portion 30 is connected to the rear of the neck portion 20, the rear portion 31 is provided. In both sides of the body portion 10 of the body portion 14 is inwardly straight inward from the corners 15 on both sides of the front portion to the neck portion 20, the neck portion 22 of the neck portion 20 is closed As a hexahedron, the binding groove (25, 25-1) is formed in the front and rear upper end is vertically connected to the lower portion 30, but both sides of the neck surface 22 is connected while stepping with the rear end of the body side (14), The lower side surface 33 which is connected to the lower front surface 32 on both sides of the lower portion 30 is connected inwardly to both end portions of the rear portion 31, and on the lower portion of the lower portion 30. 34, both sides relates to a revetment block cascade vegetation characterized in that the protrusion is formed to the rear shear key (35).

상기 몸통부(10)의 전면부(11)는 다각 3면으로 형성되어 각 면은 직사각형이며, 3면 전체는 우천 시에 빗물이 즉시 낙하되도록 반원주름홈(11-1)이 수직으로 형성되어 있고, 상기 식생호안블록(100)의 상.하면은 수평으로 형성되고, 몸통부(10) 상면 양측의 전방전단키(12)는 식생호안블록(100)의 적층과 운반 및 통풍이 용이하도록 상면에서 돌출되게 형성되어 있다.The front portion 11 of the body portion 10 is formed in a polygonal three sides, each surface is a rectangular, the entire semi-circular groove 11-1 is formed vertically so that the rain water immediately falls during rainy weather The upper and lower surfaces of the vegetation relief block 100 are formed horizontally, and the front shear keys 12 on both sides of the upper surface of the body portion 10 are easily stacked and transported and ventilated from the upper surface of the vegetation relief block 100. It is formed to protrude.

그리고, 상기 몸통부(10)의 중앙에 관통되게 형성된 식생공간(13)에는 필요에 따라 자갈이나 토사의 량을 조절.투입하여 환경친화적인 식물을 식재하는 공간이다. 상기 전면부(11) 양측의 모서리(15)에서 내측으로 직선 내향되는 몸통측면(14)은 직사각형으로 형성되고, 그 후단부가 단차되며 상기 목부(20)와 연결된다.In addition, the vegetation space 13 formed to penetrate through the center of the body portion 10 is a space for planting environmentally friendly plants by adjusting and inputting the amount of gravel or soil as necessary. The body side surface 14 which is inwardly straight inward from the corners 15 on both sides of the front portion 11 is formed in a rectangle, and the rear end thereof is stepped and connected to the neck 20.

또한, 하부(30)에 수직 연결되는 상기 목부(20)의 목부면(22)은 강도확보를 위하여 폐쇄된 육면체이며, 상기 목부면(22)의 전방 상하부는 몸통부(10)와 수평 연결되나 양측부는 상기 몸통측면(14)과 단차되며 상기 하부(30)와 연결되고, 상기 목부(20)의 전.후단에는 측면의 다른 식생호안블록(100)과 견고하게 결속시키기 위하여 결속재(40) 삽입용 결속재홈(25, 25-1)이 형성되어 있어 결속재(40)에 의한 측방향 결속 시에 상기 결속재(40)가 돌출되지 않도록 한다. In addition, the neck surface 22 of the neck 20 connected vertically to the lower portion 30 is a hexahedron closed for securing strength, and the front upper and lower parts of the neck surface 22 are horizontally connected to the trunk portion 10. Both sides are stepped with the body side 14 and is connected to the lower portion 30, the front and rear ends of the neck 20, the binding material 40 to securely bind to the other vegetation protection block 100 of the side Insertion binding grooves (25, 25-1) are formed so that the binding member 40 does not protrude during the lateral binding by the binding member (40).

축조 시공 시에는 도 6에 도시된 바와 같이, 식생호안블록(100)의 기초블록을 설치하고 상기 결속재(40)로 목부(20)의 전방 상단에 형성된 결속재홈(25)을 1차 결속시킨뒤, 시공 전에 상기 하부(30)의 하부측면(33)에 "H"형 간격재(50)를 삽입하고, 삽입 후의 공간부에 충진재(60)를 충진.삽입하여 하부(30)가 서로 결속되게 한 뒤 다시 2차로 결속재(40)를 상기 목부(20)의 후방 상단에 형성된 결속재홈(25-1)에 결속시켜 완벽하게 측방결속을 시공한다. 상기 결속재(40)는 철재, 합성수지재 또는 섬유재의 로프나 띠를 사용하고, 상기 "H"형 간격재(50)는 제조, 운반, 보관 및 내구성 향상을 위하여 합성수지재를 사용하며, 상기 충진재(60)는 에폭시를 사용하는 것이 바람직하다.During construction, as shown in FIG. 6, the basic block of the vegetation protection block 100 is installed, and the binding material groove 25 formed at the front upper end of the neck part 20 is first bound by the binding material 40. Thereafter, before installation, the "H" type spacer 50 is inserted into the lower side 33 of the lower part 30, and the filling material 60 is filled and inserted into the space after the insertion. After the second binding material 40 is bound to the binding material groove 25-1 formed at the rear upper end of the neck 20, the lateral binding is completely constructed. The binding material 40 is made of iron, synthetic resin or fiber ropes or strips, the "H" type spacer 50 is made of synthetic resin for manufacturing, transportation, storage and durability improvement, the filler As for 60, it is preferable to use an epoxy.

그리고, 상기 하부(30)의 전면은 하부전면(32)과 같이 목부(20)와 수직 연결되고, 양측의 하부측면(33)은 후면부(31)의 양측단과 내향되게 연결되며, 하부상면(34) 양측에는 후방전단키(35)가 돌출되게 형성된다. In addition, the front surface of the lower portion 30 is vertically connected to the neck portion 20, like the lower front surface 32, and the lower side surfaces 33 on both sides are inwardly connected to both side ends of the rear portion 31, and the upper upper surface 34. On both sides, the rear shear key 35 is formed to protrude.

축조 시공 시에는 상기 후방전단키(35)의 일측이 하부(30) 위에 설치되는 다른 식생호안블록(100-2)의 식생공간(13-2) 상부 타측에 삽입.밀착되도록 하여 견고하게 결속시킨다. 따라서, 후방전단키(35) 일측의 형상은 다른 식생호안블록(100-2)의 식생공간 상부의 타측 내면 모서리의 형상과 같게 하여 면접촉되어야 하므로 상기 후방전단키(35) 일측의 형상은 식생공간(13) 상부 타측의 형상과 같게 하고(도7참조), 후방전단키(35) 높이는 전방전단키(12)와 같게 하여 적층시 수평을 유지할 수 있도록 한다.During construction, one side of the rear shear key 35 is inserted into and tightly attached to the other side of the vegetation space 13-2 of the other vegetation relief block 100-2 installed on the lower portion 30 so as to be firmly bound. Therefore, the shape of one side of the rear shear key 35 should be in surface contact with the shape of the other inner surface edge of the upper vegetation space of the other vegetation protection block 100-2, so that the shape of the one side of the rear shear key 35 is a vegetation space ( 13) It is the same as the shape of the other side (see Fig. 7), and the height of the rear shear key 35 is the same as the front shear key 12 so as to maintain the horizontal when stacked.

그리고, 상기 도6 내지 도9의 식생호안블록 결합 시공 방법에 관한 사시도, 평면도, 측면도 및 공정도에 나타난 바와 같이, 상기와 같은 목적을 달성하기 위한 본 발명은 식생호안블록(100)들을 설치하는 시공방법에 있어서, 물막이 공사가 필요한 경우엔 먼저, 일반적인 방법에 의한 물막이 공사를 하여 시공작업 공간을 확보한 뒤, 시공될 식생호안블록(100)의 전방 및 하방과 후방 사면의 기초부를 정지(1 단계)하며, 시공될 기초 식생호안블록(100) 설치를 위한 정지면(整地面) 상에 부몰탈(80)을 도포하고, 상기 부몰탈(80) 상부에 부직포(90)를 설치(2 단계)하며, 상기 부직포(90) 상부에 기초 식생호안블록(100)을 설치(3 단계)한다.And, as shown in the perspective view, plan view, side view and process diagram of the vegetation relief block coupling construction method of Figure 6 to 9, the present invention for achieving the above object is a construction for installing the vegetation relief block 100 In the method, when a water barrier construction is required, first, a water barrier construction by a general method is secured to secure a construction work space, and then the foundations of the front, lower, and rear slopes of the vegetation protection block 100 to be constructed are stopped (step 1). And, applying the sub mortar 80 on the stop surface for installing the basic vegetation protection block 100 to be constructed, and install the nonwoven fabric 90 on the upper part of the mortar 80 (step 2). And, install the basic vegetation protection block 100 on the upper portion of the nonwoven fabric (step 3).

상기 기초 블록(100)이 설치되면 로프나 띠로된 결속재(40)를 이용하여 1차로 상기 기초 블록(100)들을 측방향으로 긴장(4 단계)시키고, 1차 긴장된 상기 기초 블록(100)들의 하부측면(33) 양측에 "H"형 간격재(50)를 삽입하고, 그 공간부에 충진재(60)를 충진.삽입(5 단계)하여 하부(30)가 서로 결속되게 한 뒤, 2차로 다시 결속재(40)를 긴장시켜 상기 기초 블록(100)들을 측방향으로 긴장(6 단계)시킨 뒤, 상기 기초 블록(100)들의 식생공간 및 전.후방 공간에 속채움 및 뒷채움(7 단계)을 한다. 이러한 기초 블록(100)들의 설치.시공은 필요에 따라 2~3 단으로 시공하기도 한다.When the foundation block 100 is installed, the foundation block 100 is first tensioned laterally (four steps) by using a rope or a band binding material 40, and the first tensioned foundation blocks 100 After inserting the "H" type spacer 50 on both sides of the lower side 33 and filling and inserting the filler 60 into the space part (step 5), the lower portion 30 is bound to each other, and then secondarily. Tension the binding material 40 again to tension the foundation blocks 100 laterally (step 6), and then stuffing and back filling the vegetation space and the front and rear space of the foundation blocks 100 (step 7) Do it. Installation and construction of these foundation blocks 100 may be constructed in two to three stages as needed.

이후, 기초 블록(100)들의 설치가 완료되면, 일반적인 시공방법과 같이 후방 상면에 블록(100-2)이 설치될 위치에 부직포(90)를 설치한 뒤, 후방 블록(100-2)들을 설치(8 단계)한다. 따라서, 필요에 따라 동일한 방법으로 계속적으로 후방 블록(100-2)들을 설치.시공하고, 상기와 같이 블록(100-2)들 공간에 속채움 및 뒷채 움(9 단계)하여 마무리한다. 본 발명은 상기와 같이 필요에 따라 계단식 뿐만 아니라, 경사가 급한 수직 옹벽의 시공 시에도 사용이 가능한 발명인 것이다. Thereafter, when the installation of the foundation blocks 100 is completed, the nonwoven fabric 90 is installed at a position where the block 100-2 is to be installed on the rear upper surface as in a general construction method, and then the rear blocks 100-2 are installed. (Step 8). Accordingly, the rear blocks 100-2 are continuously installed and constructed in the same manner as necessary, and the inner blocks and the backfills (step 9) are finished in the spaces of the blocks 100-2 as described above. As described above, the present invention is an invention which can be used not only for staircase, but also for construction of a vertical retaining wall having a steep slope.

도7 및 도8에 구체적으로 나타난 바와 같이, 기초 블록(100)들을 설치 완료한 후, 후방 블록(100-2)들을 설치하는 단계에서 후방 블록(100) 설치용 부직포(90)는 기초 블록(100)의 후면부(31) 후방까지만 설치하여 기초 블록(100)의 후방전단키(35)가 후방 블록(100-2)의 식생공간 상부의 타측 내면 모서리에 면접촉될 수 있도록 한다. 따라서, 상기 기초 블록(100)의 후방전단키(35)의 일측(예를 들면 왼쪽)은 후방 일측 상면에 설치되는 식생호안블록(100-2)의 식생공간(13-2) 상부 타측(예를 들면 오른쪽)에 삽입.밀착되고, 상기 후방전단키(35)의 타측(여기서는 오른쪽)은 후방 타측 상면에 설치되는 식생호안블록(100-2)의 식생공간(13-2) 상부 타측(여기서는 왼쪽)에 삽입.밀착되게 하여 사이 결속재(40), 간격재(50) 및 충진재(60)의 결속력을 추가로 보완하게 한다. As shown in FIG. 7 and FIG. 8, after the foundation blocks 100 are installed, the nonwoven fabric 90 for installing the rear block 100 is installed in the step of installing the rear blocks 100-2. The rear shear key 35 of the foundation block 100 is installed only to the rear of the rear portion 31 of the rear surface 31 so as to be in surface contact with the other inner surface edge of the upper vegetation space of the rear block 100-2. Therefore, one side (eg, left) of the rear shear key 35 of the foundation block 100 is the other side of the vegetation space 13-2 of the vegetation relief block 100-2 installed on the rear one side (eg, For example, it is inserted into the right side. The other side of the rear shear key 35 (the right side here) is the upper side of the vegetation space 13-2 of the vegetation relief block 100-2 installed on the other side of the rear side (here left). Inserted into and adhered to the binder 40, the spacer 50 and the filler 60 to further complement the binding force.

상기와 같이 구비되는 본 발명은 식생호안블록의 형상이 단순하여 생산성이 높아 경제적일 뿐만 아니라 파손의 위험성도 적으며, 시공이 간편하고 동절기공사 도 가능하다. 계단식 식생호안블록을 결속재, 간격재 및 충진재 등으로 견고하게 결속시켜 하부 침수에 의한 세굴현상의 발생으로 블록들이 하부로 이탈되어 옹벽이 붕괴되는 것을 방지함은 물론, 보수유지가 편리하며 동시에 계단식으로 적층된 블록의 식생공간에 식물에 의해 조경도 양호하도록 하여 안전성과 환경을 동시에 만족시킬 수 있는 효과가 있다. 또한, 블록형태의 특성상 곡선부위시공이 자연스러우며 계단식으로 형성되어 사람의 휴식공간으로도 사용이 가능하다.The present invention provided as described above is simple and the shape of the vegetation protection block is economical as well as high productivity, less risk of damage, construction is simple and winter construction is also possible. Tightly bind the stepped vegetation protection block with a binding material, spacer and filler to prevent the blocks from falling down due to the scour caused by the submersion and prevent the collapse of the retaining wall. The landscaping by plants in the vegetation space of the stacked blocks is also good so that the safety and the environment can be satisfied at the same time. In addition, due to the nature of the block shape, the curved portion construction is natural and is formed in a step shape, so it can be used as a resting space for a person.

Claims (13)

전면부(11), 전방전단키(12) 및 식생공간(13)이 구비된 몸통부(10)와, 상기 몸통부(10)의 후방에 연결된 목부(20)와, 상기 목부(20)의 후방에 연결되며 후면부(31)가 구비된 하부(30)로 구성된 계단식 식생호안블록(100)에 있어서,The body portion 10 having the front portion 11, the front shear key 12 and the vegetation space 13, the neck portion 20 connected to the rear portion of the body portion 10, the rear of the neck portion 20 In the stepped vegetation protection block 100 consisting of a lower portion 30 is connected to the rear portion 31 is provided, 상기 몸통부(10)의 양측 몸통측면(14)은 상기 전면부 양측의 모서리(15)에서 상기 목부(20)로 직선 내향되고,Both sides of the body portion 14 of the body portion 10 is straight inward from the edge (15) on both sides of the front portion to the neck portion 20, 상기 목부(20)의 목부면(22)은 폐쇄 육면체로서 전.후방 상단에 결속재홈(25,25-1)이 형성되어 상기 하부(30)와 수직 연결되되 상기 목부면(22)의 양측면은 상기 몸통측면(14) 후단과 단차되면서 연결되며, The neck portion 22 of the neck portion 20 is a closed hexahedron formed with binding grooves 25 and 25-1 at the front and rear upper ends thereof and is vertically connected to the lower portion 30, but both sides of the neck portion 22 are It is connected to the rear end of the torso side 14, 상기 하부(30) 양측의 하부전면(32)과 연결되는 하부측면(33)은 후면부(31) 양측단과 내향되게 연결되되, 상기 하부(30)의 하부상면(34) 양측에는 후방전단키(35)가 돌출되게 형성되는 것을 특징으로 하는 계단식 식생호안블록The lower side surface 33 which is connected to the lower front surface 32 on both sides of the lower portion 30 is connected inwardly to both ends of the rear portion 31, and the rear shear key 35 on both sides of the lower upper surface 34 of the lower portion 30. Stepped vegetation lake block, characterized in that is formed to protrude 제1항에 있어서, 상기 전면부(11)의 3면 전체에는 반원주름홈(11-1)이 수직으로 형성된 것을 특징으로 하는 계단식 식생호안블록The stepped vegetation relief block, characterized in that the semicircle groove 11-1 is formed vertically on all three surfaces of the front portion (11). 제1항에 있어서, 상기 목부(20)의 결속재홈(25, 25-1)에는 결속재(40)가 삽 입되고, 상기 결속재(40)는 철재, 합성수지재 또는 섬유재인 것을 특징으로 하는 계단식 식생호안블록The binding member grooves 25 and 25-1 of the neck 20 are inserted into the binding member 40, and the binding member 40 is made of iron, synthetic resin, or fiber. Terraced Vegetation Shore Block 제1항에 있어서, 상기 하부(30)의 양측면에는 다른 식생호안블록(100)과의 측방향 밀착을 위하여 "H" 형 간격재(50)와 충진재(60)가 삽입되는 것을 특징으로 하는 계단식 식생호안블록The method of claim 1, wherein both sides of the lower portion 30 is a stepped, characterized in that the "H" type spacer 50 and the filler 60 is inserted in the lateral contact with the other vegetation protection block 100 Vegetation Shore Block 제4항에 있어서, 상기 "H"형 간격재(50)는 합성수지재이며, 상기 충진재(60)는 에폭시인 것을 특징으로 하는 계단식 식생호안블록5. The stepped vegetation protection block according to claim 4, wherein the "H" type spacer 50 is a synthetic resin material, and the filler 60 is epoxy. 제1항에 있어서, 상기 후방전단키(35)의 일측은 후방 식생호안블록(100-2)의 식생공간(13-2) 상부 타측에 삽입되는 것을 특징으로 하는 계단식 식생호안블록The stepped vegetation relief block, characterized in that one side of the rear shear key 35 is inserted into the other side of the vegetation space (13-2) of the rear vegetation relief block (100-2). 제1항 또는 제6항에 있어서,The method according to claim 1 or 6, 상기 후방전단키(35) 일측의 형상은 식생공간(13) 상부 타측의 형상과 같은 것을 특징으로 하는 계단식 식생호안블록Stepped vegetation relief block, characterized in that the shape of one side of the rear shear key 35 is the same as the shape of the other side of the upper vegetation space (13). 제1항 또는 제6항에 있어서,The method according to claim 1 or 6, 상기 후방전단키(35)의 높이는 전방전단키(12)와 같은 것을 특징으로 하는 계단식 식생호안블록The height of the rear shear key 35 is a stepped vegetation relief block, characterized in that the same as the front shear key (12). 삭제delete 삭제delete 삭제delete 삭제delete 삭제delete
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200451790Y1 (en) * 2008-02-27 2011-01-12 박순도 a revetment block
KR101032968B1 (en) * 2010-09-20 2011-05-09 김경령 Reinforced Earth Block
KR200461503Y1 (en) 2010-09-16 2012-07-18 주식회사 한본산업 A Block of Plant
KR20220060253A (en) 2020-11-04 2022-05-11 김석환 retaining wall block system with trap space for noise reduction

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200217586Y1 (en) 2000-07-27 2001-03-15 주식회사 피아이에이 Block for constructing retaining wall
KR20040067370A (en) * 2003-01-22 2004-07-30 이종하 The block for construction
KR20060059409A (en) * 2004-11-29 2006-06-02 김식원 Fabricate block for constructing breast wall
KR100614817B1 (en) 2004-10-13 2006-08-25 주식회사 봉견 The shore protection having double stumbling projection and construction method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200217586Y1 (en) 2000-07-27 2001-03-15 주식회사 피아이에이 Block for constructing retaining wall
KR20040067370A (en) * 2003-01-22 2004-07-30 이종하 The block for construction
KR100614817B1 (en) 2004-10-13 2006-08-25 주식회사 봉견 The shore protection having double stumbling projection and construction method
KR20060059409A (en) * 2004-11-29 2006-06-02 김식원 Fabricate block for constructing breast wall

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200451790Y1 (en) * 2008-02-27 2011-01-12 박순도 a revetment block
KR200461503Y1 (en) 2010-09-16 2012-07-18 주식회사 한본산업 A Block of Plant
KR101032968B1 (en) * 2010-09-20 2011-05-09 김경령 Reinforced Earth Block
KR20220060253A (en) 2020-11-04 2022-05-11 김석환 retaining wall block system with trap space for noise reduction

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