KR100694874B1 - Slope stabilized building blocks - Google Patents

Slope stabilized building blocks Download PDF

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KR100694874B1
KR100694874B1 KR1020050112755A KR20050112755A KR100694874B1 KR 100694874 B1 KR100694874 B1 KR 100694874B1 KR 1020050112755 A KR1020050112755 A KR 1020050112755A KR 20050112755 A KR20050112755 A KR 20050112755A KR 100694874 B1 KR100694874 B1 KR 100694874B1
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shaped block
block
cross
shaped
slope
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황용연
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(주)종합건축사 사무소 담
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    • 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
    • E02B3/129—Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings

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  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

본 발명은 L자형블록·T자형블록·십자형블록으로 이루어진 셀공간부 내의 하부에 눌림 끼워맞춤식으로 다공판블록을 조립 설치할 수 있도록 구성하여, L자형블록·T자형블록·십자형블록과 다공판블록을 조립하는데 따른 작업능률을 향상시키고 작업부담은 경감시키는 사면안정용 방틀형 조립블록을 제공하기 위한 것이다.The present invention is configured to assemble and install the perforated plate block by pressing fit in the lower part of the cell space consisting of L-shaped block, T-shaped block, cross-shaped block, L-shaped block, T-shaped block, cross-shaped block and porous plate block It is to provide a frame stabilizing assembly block for slope stabilization which improves the work efficiency and reduces the workload for assembling.

본 발명은 고중량 콘크리트로 성형되는 L자형블록(11)·T자형블록(12)·십자형블록(13) 및 다수의 수직구멍(18)을 갖는 다공판블록(14)을 구비하여, 그 각 블록들의 마구리면들에 형성된 결합돌기(16) 및 결합홈(17)들을 끼워 맞춰서 다수의 셀공간부(19)가 형성되도록 조립하고, 상기 셀공간부(19)의 내부에 상기 다공판블록(14)을 설치하되, 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)의 하부에는 직각으로 요입 형성되는 걸침턱부(15)를 각각 형성하고, 상기 다공판블록(14)은 상기 걸침턱부(15)와 상응하는 단면두께로서 1개의 셀공간부(19)에 사방의 걸침턱부(15)를 합한 넓이와 동일한 폭과 길이를 가지도록 형성하여서, 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)의 걸침턱부(15)에 상기 다공판블록(14)의 가장자리가 눌리는 상태로 타이트하게 끼워져서 조립 설치되도록 한 것이다.The present invention includes a porous plate block (14) having an L-shaped block (11), a T-shaped block (12), a cross-shaped block (13), and a plurality of vertical holes (18), each of which is molded from heavy concrete. Assembling so that a plurality of cell space portion 19 is formed by fitting the engaging projection 16 and the coupling groove 17 formed on the surface of the ridges, and the porous plate block 14 inside the cell space portion 19 ), But the lower jaw portion 15 is formed at the bottom of the L-shaped block 11, T-shaped block 12, the cross-shaped block 13 at right angles, respectively, and the porous plate block 14 Is formed to have a width and length equal to the width of the cross section 15 corresponding to the cross section 15 and the cross section 15 of four cell spaces 19 combined with all four cross sections 15, and the L-shaped block 11 is formed. T-shaped block 12 and cross-shaped block 13 are tightened by tightly fitting the edges of the perforated plate block 14 to the stepped portion 15 of the cross-shaped block. This is to install the lip.

Description

사면안정용 방틀형 조립블록{Revetment block}Slope stabilized assembly block {Revetment block}

도1a는 종래 호안용 상자형블록의 실시상태를 평면도로 나타낸 것임Figure 1a is a plan view showing an embodiment of a conventional revetment box block

도1b는 종래 호안용 상자형블록의 실시상태를 측단면도로 나타낸 것임Figure 1b is a side cross-sectional view showing an embodiment of a conventional revetment box block

도2a는 종래 발명의 실시상태를 사시도로 나타낸 것임Figure 2a is a perspective view showing an embodiment of the conventional invention

도2b는 종래 발명의 실시상태를 상세단면도로 나타낸 것임Figure 2b is a detailed cross-sectional view showing an embodiment of the prior invention

도3은 본 발명에 적용되는 L자형블록의 사시도Figure 3 is a perspective view of the L-shaped block applied to the present invention

도4는 본 발명에 적용되는 T자형블록의 사시도Figure 4 is a perspective view of a T-shaped block applied to the present invention

도5는 본 발명에 적용되는 십자형블록의 사시도Figure 5 is a perspective view of the cross-shaped block applied to the present invention

도6은 본 발명에 적용되는 다공판블록의 사시도Figure 6 is a perspective view of a porous plate block applied to the present invention

도7은 본 발명의 실시상태를 측단면도로 나타낸 것임7 is a side cross-sectional view showing an embodiment of the present invention.

도8은 본 발명의 실시상태를 사시도로 나타낸 것임8 is a perspective view showing an embodiment of the present invention

도9는 본 발명의 실시상태를 평면도로 나타낸 것임9 is a plan view showing an embodiment of the present invention.

도10는 도7의 "A"부 상세단면도FIG. 10 is a detailed sectional view of portion “A” of FIG. 7; FIG.

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< 도면의 주요부분에 대한 부호의 설명 ><Description of Symbols for Major Parts of Drawings>

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11:L자형블록 12:T자형블록 13:십자형블록11: L-shaped block 12: T-shaped block 13: Cross-shaped block

14:다공판블록 15:걸침턱부 16:결합돌기14: perforated plate block 15: hanging step 16: engaging projection

17:결합홈 18:수직구멍 19:셀공간부17: coupling groove 18: vertical hole 19: cell space

21:매트 22:토사 B1,B2:상,하 소단21: Matt 22: Earth and sand B1, B2: Upper and lower benches

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본 발명은 하천의 제방 또는 호안을 유수에 의한 파괴와 침식으로부터 보호하면서도 식생 녹화할 수 있도록 한 사면안정용 방틀형 조립블록에 관한 것이다.The present invention relates to a slope stabilizing assembly block for vegetation greening while protecting the banks or banks of rivers from destruction and erosion by running water.

근래에 들어서 하천유역의 토지이용이 증대되고 도시화가 진행되면서 하천환경이 현저하게 변화하고 있다.In recent years, as the land use of river basins increases and urbanization progresses, the river environment changes significantly.

우리나라의 경우, 지금까지의 하천 정비방식은 치수를 최우선으로 중요시하였기 때문에 구조적 안정성이 높은 콘크리트블록을 이용한 호안 구조물이 주류를 이루고 있다.In Korea, the river maintenance method up to now has regarded the dimension as the top priority, and the shoreline structure using the concrete block with high structural stability is the mainstream.

이러한 콘크리트블록에 의한 콘크리트 호안 구조물은 구조적인 안정성을 확보하여 치수목적을 달성하고는 있으나, 주변의 자연경관과 어울리지 않는 딱딱한 외관을 제공하여 도회경관을 크게 해치고 있다.The concrete revetment structure by the concrete block has achieved the dimensional purpose by securing the structural stability, but it is greatly harming the urban landscape by providing a rigid appearance that does not match the surrounding natural landscape.

뿐만 아니라, 콘크리트블록에 의한 하천의 호안은 하천의 자연생태 기반을 앗아감으로써, 동식물·조류 및 어류 등이 서식할 수 없게 되며, 하천의 자정능력을 상실시켜 수질오염을 초래하는 등 하천이 갖는 고유한 환경기능을 저하시키는 결과를 낳았다.In addition, the river banks by concrete blocks are deprived of the natural ecological foundations of the rivers, making it impossible for animals, animals, birds, and fish to live, and they cause water pollution by losing their self-cleaning ability. The result was a degradation of the inherent environmental function.

상기한 바와 같은 하천의 환경문제를 해결하고, 환경 친화적인 하천경관을 제공하고자, 식생 녹화가 가능한 호안용 상자형블록이 안출되어 있다.In order to solve the environmental problems of the rivers as described above, and to provide an environment-friendly river landscape, a vegetation box block for the vegetation greening has been devised.

이 호안용 상자형블록은 도1a 및 도1b의 도시와 같이, 고중량 콘크리트체로서, 바닥판(1) 및 측벽(2)에 의해 구획되는 토사채움부(3)를 가지며, 그 바닥판(1)에는 대구경의 구멍(4)이 형성되는 한편, 전면벽의 중앙부와 후면벽의 모서리부에는 연결고리(5)들이 형성되어 있는 기술구성을 특징으로 하고 있다.The revetment box-shaped block is a heavy concrete body, as shown in Figs. 1A and 1B, and has a soil filling part 3 partitioned by a bottom plate 1 and a side wall 2, and the bottom plate 1 The large diameter hole (4) is formed, while the central part of the front wall and the edge of the rear wall are characterized by a technical configuration in which the connecting rings (5) are formed.

이러한 종래의 호안용 상자형블록은 하천의 사면에 서로 엇갈리게 설치하여, 인접하는 호안용 상자형블록들의 중첩된 연결고리(5)들을 볼트(6)로 체결하여서 일체화를 꾀하며, 상기 토사채움부(3)에 토사를 채워서 식물 식물을 식재할 수 있도록 하였다.The conventional revetment box-shaped block is installed to cross each other on the slope of the river, the overlapping connection loops 5 of the adjacent revetment box-shaped blocks are fastened with a bolt (6) to unite, the earth-filling part ( Soil was filled in 3) so that plant plants could be planted.

그러나, 이와 같은 종래의 호안용 상자형블록은 이웃하는 블록들끼리 연결고리를 통하여 연결되고는 있으나, 그 연결고리부분의 점 결합에 의해서는 체결력이 부족하고, 시공후 시간이 경과함에 따라 철제로 된 고리의 부식으로 인하여 체결력이 상실되며, 특히 홍수시 구조적인 안정성을 보장하지 못하는 문제점이 있었다.However, such a conventional revetment box block is connected to neighboring blocks through the connecting ring, but the fastening force is insufficient due to the point coupling of the connecting portion, and the steel as time passes after construction The fastening force is lost due to the corrosion of the ring, especially in flood, there was a problem that does not guarantee the structural stability.

또, 종래의 호안용 상자형블록은 단면두께가 두꺼운 바닥판과 사방의 측벽이 일체로 형성된 중력식 구조로서 과도한 중량을 갖기 때문에, 취급 및 시공성이 불량하고 작업부담을 가중시키게 될 뿐만 아니라, 토사채움부의 평면적 감소를 유발시켜서 식생 공간이 협소해진 만큼 식생 녹화률이 저하되는 등의 문제점이 있었다.In addition, the conventional revetment box-shaped block is a gravity-type structure formed by integrally forming a thick bottom plate and sidewalls on all sides, and thus has excessive weight, resulting in poor handling and workability, and increase work load. There was a problem that the vegetation greening rate is lowered as the vegetation space is narrowed by causing a negative planar reduction.

상기한 호안용 상자형블록의 문제점을 해결하고자 안출된 것 중에 하나는, 등록특허번호 제0349863호(2002. 08. 23일 공고)로 등록 공고된 호안용 블록 및 그를 이용한 자연형 호안시공법이 있다.One of the problems devised to solve the problem of the revetment box-shaped block, there is a revetment block registered and registered in the Patent No. 0349863 (August 23, 2002) and natural revetment method using the same .

이와 같이 선출원 등록된 종래 발명은 도2a 및 도2b의 도시와 같이, 하천의 제방 사면 위에 매트(101)를 깔고, 그 위에 중력식 호안에서 요구되는 고중량 콘크리트체로 성형된 T자형블록(102)과 십자형블록(103)을 조합하여 방틀형 구조체를 구축한 후, 그 방틀형 구조체의 셀공간부(104)들 내부에 다공판블록(105)을 삽입하고, 그 다공판블록(105)을 상기 T자형블록(102) 및 십자형블록(103)에 시멘트몰탈(106)로 접합시켜 구조물을 전체적으로 일체화시킨 후, 셀공간부들의 내부에 토사(107)를 채워 넣고 다지는 작업을 통하여 이루어지도록 하였다.Thus, the prior invention registered in the prior application, as shown in Figures 2a and 2b, laying the mat 101 on the bank's embankment slope, and the T-shaped block 102 and the cross-shaped formed on the heavy concrete body required in the gravity arcs thereon After the block 103 is constructed to construct the structure of the frame, the porous plate block 105 is inserted into the cell space portions 104 of the structure, and the porous plate block 105 is formed in the T-shape. Cement mortar 106 was bonded to the block 102 and the cross-shaped block 103 to integrate the structure as a whole, and then filled with the earth and sand 107 in the interior of the cell space parts to be made through the operation.

이러한 종래 발명은 여러 조각으로 나누어서 적정한 부피와 중량을 갖는 T자형블록(102), 십자형블록(103) 및 다공판블록(105)을 조립하여 시공하게 되므로, 식물이 뿌리를 내리고 성장할 수 있는 공간을 극대화하여서 식생 녹화률을 증대시켜 주며, 과중한 무게부담을 경감시켜서 시공성을 향상시켜 주는 등의 장점을 갖게 되었다.This conventional invention is divided into several pieces to be constructed by assembling the T-shaped block 102, cross-shaped block 103 and the perforated plate block 105 having an appropriate volume and weight, so that the plant can take root and grow space It maximizes the vegetation greening rate, reduces the heavy weight burden, and improves the workability.

그러나, 종래 발명은 T자형블록(102), 십자형블록(103)들을 조립하여서 형성된 셀공간부(104) 내부에 다공판블록(105)을 삽입하여 위치시킨 후, T자형블록(102), 십자형블록(103)과 접하는 다공판블록(105)의 가장자리를 시멘트몰탈(106)로 접합시켜서 일체화시켜야 하는 번거로운 작업을 수행하게 됨으로써, 불필요한 작업시간과 작업량이 증가되는 문제점이 있었다.
또, T자형블록(102), 십자형블록(103)과, 다공판블록(105)이 시멘트몰탈(106)에 의해 접합되어 일체화됨으로써, 이후 파손된 부분을 교체하기가 대단히 까다로워서 유지관리가 용이하지 못한 문제점 등이 있었다.
However, in the related art, the T-shaped block 102 and the cross-shaped block 103 are inserted into the cell space portion 104 formed by assembling the position of the porous plate block 105, and then the T-shaped block 102 and the cross-shaped shape. By joining the edge of the porous plate block 105 in contact with the block 103 by cement mortar 106 to perform the cumbersome work to be integrated, there was a problem that unnecessary work time and amount of work is increased.
In addition, since the T-shaped block 102, the cross-shaped block 103, and the porous plate block 105 are bonded and integrated by the cement mortar 106, it is very difficult to replace the broken part afterwards, so that maintenance is not easy. There was a problem.

상기한 상자형블록의 문제점을 해결하고자 안출된 것 중에 다른 하나는, 공개특허 제2003-44558호(2003. 06. 09일 공개)로 선출원 공개된 하천 제방용 호안블록이 있다.Another one proposed to solve the problem of the box-shaped block, there is a river bank protection bank is disclosed in the first application published in Patent Publication No. 2003-44558 (published on June 09, 2003).

이와 같이 선출원 공개된 종래 발명은 몸체에 끼움홈을 갖는 모서리블록, 일자형블록, T자형블록이 사각형태로 연결되며 앵커볼트로 경사면 상의 가장자리에 고정 설치되는 외곽프레임과, 몸체에 끼움홈을 갖는 십자형블록과 일자형블록이 격자형태로 연결되어 체결볼트와 앵커볼트로서 경사면 상의 상기 외곽프레임 내부에 고정 설치되는 커버프레임과, 몸체에 전체에 형성된 식생공의 후면에 부착된 식생시트를 가지며 상기 외곽프레임과 커버프레임들로 이루어진 격자틀 형태의 공간에서 각 블록들의 끼움홈에 끼움결합된 상태로 앵커볼트에 의해 경사면에 고정 설치되는 식생블록으로 구성되었다.The prior invention disclosed in the prior application is a corner block having a fitting groove in the body, a straight block, a T-shaped block is connected in a rectangular shape and the outer frame is fixed to the edge on the inclined surface with an anchor bolt, and a cross having a fitting groove in the body The block and the straight block is connected in a lattice form and has a cover frame fixed to the inside of the outer frame on the inclined surface as a fastening bolt and anchor bolt, and a vegetation sheet attached to the rear of the vegetation hole formed on the body as a whole It consists of vegetation blocks that are fixed to the inclined surface by anchor bolts while being fitted in the fitting grooves of the blocks in a grid-like space consisting of cover frames.

이러한 종래 발명의 하천 제방용 호안블록은 외곽프레임과 커버프레임을 조립하여 앵커볼트로 경사면에 고정 설치하고, 외곽프레임과 커버프레임을 조립하여서 된 격자틀 형태의 공간에 식생기능을 갖춘 식생블록을 끼움결합시키고 경사면에 앵커볼트로 고정 설치할 수 있게 함으로써, 제방의 경사면에 비교적 빠르고 손쉽게 설치 시공할 수 있을 뿐만 아니라, 블록 상호간의 결합강도가 우수하여 이탈과 유실을 방지할 수 있으며, 경사면을 조기에 녹화할 수 있는 등의 장점을 가지게 되었다.The riverbank bank revetment of the conventional invention is fixed to the inclined surface by assembling the outer frame and the cover frame, and fitted the vegetation block with vegetation function in the grid-like space by assembling the outer frame and the cover frame. By combining and fixing to the inclined surface with anchor bolts, it can be installed on the inclined surface of the embankment relatively quickly and easily. In addition, it is excellent in bonding strength between blocks to prevent breakage and loss. It has the advantage of being able to.

그러나, 상기한 종래 발명의 하천 제방용 호안블록은 외곽프레임과 커버프레임의 각 블록들과 결합되도록 식생블록을 조립하는 과정에서 다음과 같은 문제점을 수반하게 되었다.However, the above-described riverbank bank revetment block of the present invention has the following problems in the process of assembling the vegetation block to be combined with each block of the outer frame and the cover frame.

즉, 외곽프레임과 커버프레임의 각 블록들은 몸체의 중간부를 따라 끼움홈이 형성되어 있고, 그 각 블록들의 끼움홈에 가장자리를 끼워맞춰서 중간부에 떠있는 형태로 식생블록을 조립하여야 하기 때문에, 외곽프레임과 커버프레임의 각 블록들 상호간을 연결함과 동시에, 그 각 블록들의 중간부에 형성된 끼움홈에 식생블록의 가장자리를 일일히 끼워맞추는 까다로운 작업을 수행하게 될 뿐만 아니라, 외곽프레임과 커버프레임의 각 블록들 중간부에 형성된 끼움홈 높이에 맞추어 작업자가 식생블록을 들어올린 상태에서 가장자리를 끼움홈에 끼움결합시키는 번거로운 작업을 수행하게 되므로, 작업능률이 크게 저하되는 문제점이 있었다.That is, each block of the outer frame and the cover frame has a fitting groove is formed along the middle portion of the body, and the vegetation block must be assembled in a form floating in the middle portion by fitting the edge to the fitting groove of the respective blocks, At the same time, the blocks of the frame and the cover frame are connected to each other, and at the same time, the edges of the vegetation blocks are fitted to the fitting grooves formed in the middle of the blocks. In accordance with the height of the fitting groove formed in the middle of each block, the operator performs a cumbersome operation of fitting the edge to the fitting groove in the state of lifting the vegetation block, there was a problem that the work efficiency is greatly reduced.

더욱이, 외곽프레임과 커버프레임의 각 블록들과 식생블록을 콘크리트로 제작한 경우에, 인력으로 중량의 식생블록을 들어올려서 외곽프레임과 커버프레임의 각 블록들의 중간부에 형성된 끼움홈 높이에 맞추어야 하는 과중한 작업부담으로 인하여, 불필요하게 많은 작업시간과 작업인원이 소요되는 결과를 초래하게 되었다.Furthermore, in the case where the blocks and the vegetation blocks of the outer frame and the cover frame are made of concrete, the weight of vegetation blocks must be lifted by the attraction force to match the height of the fitting groove formed in the middle of each block of the outer frame and the cover frame. The heavy workload has resulted in unnecessarily high work hours and labor.

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본 발명은 L자형블록·T자형블록·십자형블록으로 이루어진 다수의 셀공간부 내의 하부에 눌림 끼워맞춤식으로 다공판블록을 조립 설치할 수 있도록 구성하여서, L자형블록·T자형블록·십자형블록과 다공판블록의 조립시 작업능률을 향상시켜 주면서도 작업부담을 경감시켜 주는 사면안정용 방틀형 조립블록을 제공하는데 목적이 있다.The present invention is configured to assemble and install the perforated plate block by pressing fit in the lower part of the plurality of cell spaces consisting of L-shaped block, T-shaped block, cross-shaped block, and is different from L-shaped block, T-shaped block, cross-shaped block. It is an object of the present invention to provide a stabilizing frame assembly block for slope stabilization that reduces work load while improving work efficiency when assembling a stencil block.

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상기 목적을 달성하기 위한 본 발명의 사면안정용 방틀형 조립블록은, 고중량 콘크리트로 성형되며 방틀형태의 호안구조물을 구축하도록, 사면의 귀퉁이에 배치되는 L자형블록(11)·사면의 상,하소단 및 좌,우측구의 가장자리 부분에 배치되는 T자형블록(12)·사면의 중앙부분에 배치되는 십자형블록(13) 및 다수의 수직구멍(18)들을 갖는 다공판블록(14)을 구비하되, 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)은 그 각각의 마구리면들에 형성된 결합돌기(16) 및 결합홈(17)들을 끼워 맞춰서 다수의 셀공간부(19)들이 형성되도록 조립하고, 상기 셀공간부(19)들의 내부에 상기 다공판블록(14)이 설치되도록 한 점에 있어서는 종래의 것과 기술개념을 같이 한다.
단, 본 발명의 사면안정용 방틀형 조립블록은 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)의 하부에는 직각으로 요입 형성되는 걸침턱부(15)를 각각 형성하고, 상기 다공판블록(14)은 상기 걸침턱부(15)와 상응하는 단면두께로서 1개의 셀공간부(19)에 사방의 걸침턱부(15)를 합한 넓이와 동일한 폭과 길이를 가지도록 형성하여서, 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)의 걸침턱부(15)에 상기 다공판블록(14)의 가장자리가 눌리는 상태로 타이트하게 끼워져서 조립 설치되도록 함을 기술구성상의 특징으로 한다.
Slope stabilizing assembly block of the present invention for achieving the above object is formed of high-weight concrete, the upper and lower ends of the L-shaped block 11, the slope is arranged at the corners of the slope so as to build a frame-like relief structure And a T-shaped block 12 disposed at the edges of the left and right spheres, a cross-shaped block 13 disposed at the center portion of the slope, and a porous plate block 14 having a plurality of vertical holes 18. The L-shaped block 11, the T-shaped block 12, and the cross-shaped block 13 fit the engaging projections 16 and the engaging grooves 17 formed on the respective surface of the plurality of cell space portions 19. And the perforated plate block 14 is installed inside the cell space portions 19. The technical concept is the same as the conventional art.
However, the slope stabilization assembly block of the present invention is formed on the lower portion of the L-shaped block 11, T-shaped block 12, the cross-shaped block 13, the stepping portion 15 which is formed at the right angles, respectively, The perforated plate block 14 is formed to have a width and length equal to the width of the sum of the stepped portions 15 in all four cell space portions 19 as the cross-sectional thicknesses corresponding to the stepped portions 15, It is described that the edge of the perforated plate block 14 is tightly fitted to the stepped portion 15 of the L-shaped block 11, T-shaped block 12 and cross-shaped block 13 so as to be assembled and installed. It is characterized by the configuration.

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이하, 첨부도면에 도시되는 구체적인 실시예를 통하여 본 발명의 기술내용을 상세히 설명하면 다음과 같다.Hereinafter, the technical details of the present invention through the specific embodiments shown in the accompanying drawings in detail.

도3 내지 도6에는 본 발명의 바람직한 실시예에 의한 사면안정용 방틀형 조립블록이 도시되어 있으며, 도7 내지 도11에는 본 발명을 통해 구축된 호안의 시공예들을 보여주고 있다.Figures 3 to 6 are shown a four-stable stabilizing assembly block according to a preferred embodiment of the present invention, Figures 7 to 11 shows the construction examples of the revetment constructed through the present invention.

본 발명의 사면안정용 방틀형 조립블록은 도3의 도시와 같은 L자형블록(11), 도4의 도시와 같은 T자형블록(12), 도5의 도시와 같은 십자형블록(13) 및 도6의 도시와 같은 다공판블록(14)으로 구성된다.Slope stabilizing assembly block of the present invention is an L-shaped block 11 as shown in Figure 3, T-shaped block 12 as shown in Figure 4, a cross-shaped block 13 as shown in Figure 5 and Figure 6 It consists of a porous plate block 14 as shown.

상기 L자형블록(11)은 고중량 콘크리트로 성형되며 하나의 각재를 직각으로 절곡한 형상으로서 2방향의 마구리면을 갖도록 제작되고, 상기 T자형블록(12)은 고중량 콘크리트로 성형되며 하나의 각재에 다른 하나의 각재를 직각으로 연결한 형상으로서 3방향의 마구리면을 갖도록 제작되며, 상기 십자형블록(13)은 고중량 콘크리트로 성형되며 하나의 각재와 다른 하나의 각재가 직교하는 형상으로서 4방향의 마구리면을 갖도록 제작된다.The L-shaped block 11 is formed of heavy concrete and bent at a right angle to one corner material, and is made to have two-sided surface, and the T-shaped block 12 is formed of heavy weight concrete and formed on one corner material. The cross-shaped block 13 is formed to have a three-sided ridge surface as a shape connecting the other angular material at right angles, and the cross-shaped block 13 is formed of high-weight concrete and one angular material and the other angular material are orthogonal to each other. It is manufactured to have a back surface.

이러한 L자형블록(11)은 사면의 귀퉁이에 위치하도록 조립되고, T자형블록(12)은 사면의 상,하소단(B1)(B2)과 좌,우측구의 가장자리와 접하는 상하 좌우측 단부에 위치하도록 조립되며, 십자형블록(13)은 사면의 중간부분에 위치하도록 조립되어서, 정방형 또는 장방형의 셀공간부(19)들이 형성된 방틀형 구조체를 이루게 된다.The L-shaped block 11 is assembled to be located at the corners of the slope, the T-shaped block 12 is to be located at the upper and lower left and right ends in contact with the upper and lower calcined ends (B1) (B2) and the left and right edges of the slope. Assembled, the cross-shaped block 13 is assembled so as to be located in the middle portion of the slope, to form a frame-like structure in which the square or rectangular cell space portion 19 is formed.

상기 L자형블록(11), T자형블록(12), 십자형블록(13)의 마구리면에는 그 블록들 간을 연결 조립하기 위한 결합돌기(16) 및 결합홈(17)들을 형성하여서 된다.On the surface of the L-shaped block 11, T-shaped block 12, the cross-shaped block 13, coupling protrusions 16 and coupling grooves 17 for connecting and assembling the blocks are formed.

본 실시예에서, 상기 L자형블록(11)은 2방향의 마구리면 중 어느 1방향의 마구리면에는 결합돌기(16)를 다른 1방향의 마구리면에는 결합홈(17)을 형성한 것으로 예시되고 있고, 상기 T자형블록(12)은 3방향의 마구리면 중 2방향의 마구리면에는 결합돌기(16)를 다른 1방향의 마구리면에는 결합홈(17)을 형성한 것으로 예시되고 있으며, 상기 십자형블록(13)은 4방향의 마구리면 중 2방향의 마구리면에는 결합돌기(16)를 다른 2방향의 마구리면에는 결합홈(17)을 형성한 것으로 예시되어 있다.In this embodiment, the L-shaped block 11 is exemplified by forming the engaging projection 16 on the one side of the surface of the two-sided Muri in the engaging surface (17) In addition, the T-shaped block 12 is exemplified by forming a coupling protrusion 16 in the two-sided surface of the three-sided surface, the coupling groove 17 in the surface of the other one side, the cross-shaped The block 13 is exemplified by forming the engaging projection 16 in the two-sided curled surface and the engaging groove 17 in the other two-way surface.

이러한 결합돌기(16) 및 결합홈(17)들은, 상기 L자형블록(11), T자형블록(12), 십자형블록(13)을 각자의 조립 위치에서 마구리면들을 맞대 끼워맞춰져서, 각 블록들 간의 연결 조립을 용이하게 하고, 각 블록들 간을 견고히 결합시키는 기능을 발휘하게 된다.These coupling projections 16 and the coupling grooves 17, the L-shaped block 11, T-shaped block 12, the cross-shaped block 13 is fitted to each other in the assembling position of the mating surface, each block It facilitates the assembly of the connection between the two, and serves to firmly bond between the blocks.

그리고, 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)의 하부에는 직각으로 요입 형성되는 걸침턱부(15)를 각각 형성함이 중요하다. 그 이유는, 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)의 하부에 직각으로 요입 형성된 걸침턱부(15)를 통하여 다공판블록(14)의 가장자리가 눌려지는 상태로 끼워서 조립할 수 있도록 하기 위함이다.In addition, it is important to form the stepping portions 15 formed at the right angles at the lower portions of the L-shaped block 11, the T-shaped block 12, and the cross-shaped block 13, respectively. The reason is that the edge of the porous plate block 14 is pressed through the stepped portion 15 formed at a right angle to the lower portion of the L-shaped block 11, the T-shaped block 12, and the cross-shaped block 13. It is to be assembled by inserting into the.

여기에서, 상기 십자형블록(13)은 그 하부의 내외측에 대칭이 되도록 걸침턱부(15)를 형성하고, 상기 L자형블록(11) 및 T자형블록(12)은 그 하부의 내측에만 걸침턱부(15)를 형성함이 바람직하다.Here, the cross-shaped block 13 forms a stepping portion 15 so as to be symmetrical in the inner and outer side of the lower portion, and the L-shaped block 11 and the T-shaped block 12, the stepping portion only on the inner side of the lower portion. It is preferable to form (15).

상기 다공판블록(14)은 도6 및 도8에서와 같이, 고중량 콘크리트를 소재로 하여 다수의 수직구멍(18)들이 형성된 판상체로 제작되고, 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)을 조립하여서 형성된 다수의 셀공간부(19)들 내에 각각 설치된다.6 and 8, the porous plate block 14 is made of a plate-like body having a plurality of vertical holes 18 formed of heavy concrete, and the L-shaped block 11 and T-shaped block ( 12). Each of the plurality of cell spaces 19 formed by assembling the cross block 13 is provided.

이러한 다공판블록(14)은 상기 셀공간부(19) 내에서 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)의 하부에서 눌림 끼워맞춤식으로 조립 설치되어서, 견실한 방틀형 구조체를 이룰 수 있게 하여 준다. 이때, 상기 다공판블록(14)에 형성된 다수의 수직구멍(18)들은, 상기 셀공간부(19) 내에 채워진 토사에 식재된 식물의 뿌리가 지반층으로 뻗어내릴 수 있게 하여 주는 동시에, 그 셀공간부(19)에 채워진 토사와 지반층의 토사 간에 수분이 소통될 수 있게 하여 주는 기능을 발휘하게 된다.The perforated plate block 14 is assembled in the cell space portion 19 in the lower portion of the L-shaped block 11, the T-shaped block 12, and the cross-shaped block 13 in a press fit manner, thereby providing a reliable fit. Allows you to build a frame structure. At this time, the plurality of vertical holes 18 formed in the porous plate block 14 allows the roots of plants planted in the soil filled in the cell space portion 19 to extend to the ground layer, and at the same time, the cells The soil to be filled in the space 19 and the soil between the soil layer is to enable the function to communicate.

본 발명의 실시예에서, 상기 다공판블록(14)은 마름모형 수직구멍(18)들을 갖는 격자판 형태로 형성된 것으로 예시하고 있다.In the embodiment of the present invention, the porous plate block 14 is illustrated as being formed in the form of a grid having rhombic vertical holes 18.

그리고, 상기 다공판블록(14)은 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)에 형성된 걸침턱부(15)와 상응하는 단면두께를 가지는 동시에, 1개의 셀공간부(19)에 사방의 걸침턱부(15)를 합한 넓이와 동일한 폭과 길이를 가지도록 형성함이 중요하다. 그 이유는, 상기 다공판블록(14)의 가장자리가 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)의 하부에 형성된 걸침턱부(15)에 타이트하게 끼워져서 조립될 수 있게 하기 위함이다.In addition, the porous plate block 14 has a cross-sectional thickness corresponding to the stepped portion 15 formed in the L-shaped block 11, T-shaped block 12 and cross-shaped block 13, and one cell space. It is important to form the portion 19 to have the same width and length as the width of the sum of the stepping portions 15 on all sides. The reason is that the edge of the perforated plate block 14 is tightly fitted to the stepping portion 15 formed at the lower portion of the L-shaped block 11, T-shaped block 12, cross-shaped block 13 to be assembled. To make it possible.

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이와 같은 구성되는 본 발명의 사면안정용 방틀형 조립블록으로 실시되는 환경친화적 호안공사를 도7 내지 도10에 의하여 설명하면 다음과 같다.Referring to Figure 7 to 10 the environmentally-friendly revetment construction is carried out in the frame stabilizing assembly block of the present invention configured as described above are as follows.

먼저, 정지작업이 완료된 하천의 사면 위에 망형의 매트(21)를 부설한다. 이 망형의 매트(21)는 방틀형 구조체의 구축이 완료된 후 셀공간부(19) 내에 채워지는 토사(22)와 지반층의 토사 간에 수분이 소통될 수 있게 하여 준다. 또 식물이 지반층에 왕성히 뿌리를 내릴 수 있게 하여 주기 때문에, 강우시 토사가 유실되어 지반층이 굴곡되거나 침하되는 현상이 발생됨을 방지하여 줄 뿐만 아니라, 상기 셀공간부(19) 내의 하부에 눌림 끼워맞춤식으로 조립된 다공판블록(14)이 이탈되는 일이 발생되지 않게 하여 준다.First, a mesh mat 21 is laid on the slope of the river where the stop work is completed. The mesh mat 21 allows moisture to communicate between the earth and sand 22 filled in the cell space 19 and the soil in the ground layer after the construction of the barrier-like structure is completed. In addition, since the plant can be rooted vigorously in the ground layer, the soil is lost during rainfall, and the ground layer is not bent or settled, and it is pressed in the lower part of the cell space 19. The fitting of the perforated plate block 14 assembled is prevented from occurring.

이후에, 사면에 부설된 매트(21) 위에 다공판블록(14)을 미리 위치시키고, 그 다공판블록(14)의 가장자리를 따라 상기 L자형블록(11)·T자형블록(12) 및 십자형블록(13)의 걸침턱부(15)가 걸쳐지게 하면서 그 블록들 상호간의 마구리면들을 맞댐 조립하는 작업을 반복하여, 다수개의 셀공간부(19)들이 형성된 방틀형 구조체를 구축한다. 이때, 상기 L자형블록(11)·T자형블록(12) 및 십자형블록(13)은 그 블록들의 마구리면들에 형성된 결합돌기(16) 및 결합홈(17)들을 끼워맞춰서 조립하게 된다.Subsequently, the porous plate block 14 is placed in advance on the mat 21 placed on the slope, and the L-shaped block 11, T-shaped block 12 and cross-shaped shape are formed along the edge of the porous plate block 14. While the stepping portion 15 of the block 13 is covered, the operation of assembling the surface of each other between the blocks is repeated, thereby constructing a frame structure in which a plurality of cell space portions 19 are formed. At this time, the L-shaped block 11, T-shaped block 12 and the cross-shaped block 13 is assembled by fitting the engaging projection 16 and the coupling groove 17 formed on the surface of the blocks.

이와 같이 방틀형 구조체를 구축한 후에는 다공판블록(14)의 수직구멍(18)들과 셀공간부(19)에 토사(22)를 채워 넣고 다지는 작업을 실시하면서 식물을 식재하여 환경친화적 호안공사를 완료하게 된다.After constructing the frame structure as described above, the soils 22 are filled in the vertical holes 18 and the cell space portion 19 of the porous plate block 14, and the plants are planted while chopping. The work is completed.

상기한 바와 같이 구성되고 실시되는 본 발명의 사면안정용 방틀형 조립블록에 따르면, 기본적으로 식물이 생육할 수 있는 기반을 조성하여서 호안의 식생 녹화를 실현시켜 주고, 셀공간부에서 생육된 식물이 지반층에 왕성히 뿌리를 내릴 수 있게 하여 강우시 사면의 토사가 유실되면서 지반층이 굴곡되거나 침하됨을 억제하여 줄 뿐만 아니라, 셀공간부 내의 하부에 눌림 끼워맞춤식으로 조립된 다공판블록이 이탈되는 일이 발생되지 않게 하여 주는 장점이 있다.According to the slope stabilization block assembly block of the present invention configured and implemented as described above, by providing a foundation for the plant to grow basically, to realize the vegetation greening of the lakeside, the plant grown in the cell space part is ground By allowing the roots to be rooted vigorously, it prevents the soil layer from bending or sinking due to the loss of soil on the slope during rainfall, as well as the detachment of the perforated plate block assembled by fitting in the lower part of the cell space. There is an advantage that it does not occur.

특히, 본 발명의 사면안정용 방틀형 조립블록은 L자형블록(11)·T자형블록(12)·십자형블록(13)의 하부에 직각으로 요입 형성된 걸침턱부(15)를 통하여 다공판블록(14)의 가장자리가 눌려지는 상태로 타이트하게 끼워져서 조립되도록 구성되어 있기 때문에, 하천의 호안공사시 매트(21) 위에 미리 위치시킨 다공판블록의 가장자리를 따라 걸침턱부(15)가 걸쳐지도록 상기 L자형블록(11)·T자형블록(12) 및 십자형블록(13)을 올려놓으면 자연스럽게 끼워맞춰져서, L자형블록(11)·T자형블록(12)·십자형블록(13)과 다공판블록(14) 간을 보다 용이하게 조립할 수 있게 되므로, 작업능률이 향상되는 장점이 있다.In particular, the four-stable stabilizing block assembly block of the present invention through the perforated plate block 14 formed at a right angle to the lower portion of the L-shaped block 11, T-shaped block 12, the cross-shaped block (13) L-shaped so as to be assembled tightly fitted in the pressed state of the edge, so that the stepped portion 15 to extend along the edge of the perforated plate block pre-positioned on the mat 21 during the revetment of the river When the block 11, T-shaped block 12 and the cross-shaped block 13 are placed, they fit naturally, and the L-shaped block 11, the T-shaped block 12, the cross-shaped block 13 and the porous plate block 14 are placed. ) Since it is possible to assemble the liver more easily, there is an advantage that the work efficiency is improved.

아울러, L자형블록(11)·T자형블록(12)·십자형블록(13)과 다공판블록(14)을 조립하는 동안에, 중량의 다공판블록(14)을 인력으로 들어올릴 필요가 없게 하여 과중한 작업부담을 경감시켜 주므로, 작업시간 및 작업인원을 최소한으로 감축할 수 있는 장점 등이 있다.In addition, while assembling the L-shaped block 11, the T-shaped block 12, the cross-shaped block 13, and the porous plate block 14, it is not necessary to lift the heavy porous plate block 14 by manpower. Since it reduces the burden of heavy work, there is an advantage of reducing the working time and the number of people to a minimum.

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이상에서 살펴본 바와 같은 본 발명의 사면안정용 방틀형 조립블록은 L자형블록·T자형블록·십자형블록으로 이루어진 셀공간부 내의 하부에 눌림 끼워맞춤식으로 다공판블록을 조립 설치할 수 있도록 구성함으로써, 셀공간부 내에 위치하도록 다공판블록을 조립하는데 따른 작업능률을 향상시켜 주면서도 과중한 작업부담을 경감시켜서, 작업시간 및 작업인원을 감축시킬 수 있는 유용한 효과를 가지는 발명인 것이다.As described above, the four-stable stabilizing assembly block of the present invention is configured so that the porous plate block can be assembled and fitted to the lower part in the cell space portion consisting of an L-shaped block, a T-shaped block, and a cross-shaped block, thereby allowing cell space to be assembled. It is an invention having a useful effect to reduce the work time and the workforce by reducing the heavy work load while improving the work efficiency in assembling the perforated plate block to be located in the part.

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Claims (5)

고중량 콘크리트로 성형되며 방틀형태의 호안구조물을 구축하도록, 사면의 귀퉁이에 배치되는 L자형블록(11)·사면의 상,하 소단 및 좌,우 측구의 가장자리 부분에 배치되는 T자형블록(12)·사면의 중앙부분에 배치되는 십자형블록(13) 및 다수의 수직구멍(18)들을 갖는 다공판블록(14)을 구비하되, 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)은 그 각각의 마구리면들에 형성된 결합돌기(16) 및 결합홈(17)들을 끼워 맞춰서 다수의 셀공간부(19)들이 형성되도록 조립하고, 상기 셀공간부(19)들의 내부에 상기 다공판블록(14)이 설치되도록 한 것에 있어서,An L-shaped block 11 disposed at the corner of the slope, a T-shaped block 12 disposed at the edges of the upper and lower ends of the slope and the left and right sides of the slope so as to form a heavy-weight concrete and to construct a shelter-like relief structure. A cross-shaped block 13 and a perforated plate block 14 having a plurality of vertical holes 18, the L-shaped block 11, a T-shaped block 12, and a cross-shaped block 13 is assembled so that a plurality of cell space portions 19 are formed by fitting the coupling protrusions 16 and the coupling grooves 17 formed on the respective surface of the ridges, and inside the cell space portions 19. In the perforated plate block 14 is installed, 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)의 하부에는 직각으로 요입 형성되는 걸침턱부(15)를 각각 형성하고, 상기 다공판블록(14)은 상기 걸침턱부(15)와 상응하는 단면두께로서 1개의 셀공간부(19)에 사방의 걸침턱부(15)를 합한 넓이와 동일한 폭과 길이를 가지도록 형성하여서, 상기 L자형블록(11)·T자형블록(12)·십자형블록(13)의 걸침턱부(15)에 상기 다공판블록(14)의 가장자리가 눌리는 상태로 타이트하게 끼워져서 조립 설치되도록 함을 특징으로 하는 사면안정용 방틀형 조립블록.Lower portions of the L-shaped block 11, T-shaped block 12, and cross-shaped block 13 are formed with a stepping portion 15 which is formed at right angles, respectively, and the porous plate block 14 has the stepping portion ( The L-shaped block 11 and the T-shaped block are formed to have the same width and length as the width of the sum of the stepping portions 15 of the four cell space portions 19 and the cross-sectional thickness corresponding to 15). 12) Slope stabilizer assembly block characterized in that the edge of the perforated plate block 14 is pressed tightly to the stepped portion 15 of the cross-shaped block 13 to be assembled and installed. 삭제delete 삭제delete 삭제delete 삭제delete
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100911407B1 (en) 2009-02-27 2009-08-11 (주)이텍 Prefabricated Vegetation Block
CN102897435A (en) * 2011-07-29 2013-01-30 宸鸿科技(厦门)有限公司 Carrying device and production and reproduction method thereof
CN113605312A (en) * 2021-07-23 2021-11-05 长江生态环保集团有限公司 Novel grass planting brick for riverbed ecological restoration and construction method

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Publication number Priority date Publication date Assignee Title
KR100329202B1 (en) * 1999-07-09 2002-05-16 민병창 Method of and block for forming a grass grow plot on an inclined plane for public works
KR20020063024A (en) * 2001-01-26 2002-08-01 양종원 Shore protection block
KR100349863B1 (en) * 2000-01-11 2002-08-23 주식회사 한국종합기술개발공사 Revetment Block and Construction Method of Revetment for using thereof
KR20030044558A (en) * 2001-11-30 2003-06-09 윤성호 Revetment block for a slope of river dike

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100329202B1 (en) * 1999-07-09 2002-05-16 민병창 Method of and block for forming a grass grow plot on an inclined plane for public works
KR100349863B1 (en) * 2000-01-11 2002-08-23 주식회사 한국종합기술개발공사 Revetment Block and Construction Method of Revetment for using thereof
KR20020063024A (en) * 2001-01-26 2002-08-01 양종원 Shore protection block
KR20030044558A (en) * 2001-11-30 2003-06-09 윤성호 Revetment block for a slope of river dike

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100911407B1 (en) 2009-02-27 2009-08-11 (주)이텍 Prefabricated Vegetation Block
CN102897435A (en) * 2011-07-29 2013-01-30 宸鸿科技(厦门)有限公司 Carrying device and production and reproduction method thereof
CN113605312A (en) * 2021-07-23 2021-11-05 长江生态环保集团有限公司 Novel grass planting brick for riverbed ecological restoration and construction method

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