[go: up one dir, main page]

KR100481160B1 - The retaining wall for a block - Google Patents

The retaining wall for a block Download PDF

Info

Publication number
KR100481160B1
KR100481160B1 KR1020040006690A KR20040006690A KR100481160B1 KR 100481160 B1 KR100481160 B1 KR 100481160B1 KR 1020040006690 A KR1020040006690 A KR 1020040006690A KR 20040006690 A KR20040006690 A KR 20040006690A KR 100481160 B1 KR100481160 B1 KR 100481160B1
Authority
KR
South Korea
Prior art keywords
block
retaining wall
blocks
hole
fixing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
KR1020040006690A
Other languages
Korean (ko)
Inventor
송기도
임정환
Original Assignee
송기도
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 송기도 filed Critical 송기도
Priority to KR1020040006690A priority Critical patent/KR100481160B1/en
Priority to CNB2005100027768A priority patent/CN100350102C/en
Application granted granted Critical
Publication of KR100481160B1 publication Critical patent/KR100481160B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/025Retaining or protecting walls made up of similar modular elements stacked without mortar
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0266Retaining or protecting walls characterised by constructional features made up of preformed elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/165Shapes polygonal
    • E02D2200/1657Shapes polygonal made from single element
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

A block for a retaining wall is provided to smoothly combine blocks by inserting a fixing pin into a fixing groove and to inhabit flowers, bees, and birds in a front hole by forming a space between the blocks. A front side of a block(100) for a retaining wall is wide and a rear side is narrow. The block is composed of left and right connecting grooves formed at both upper sides; a central connecting groove formed in the center, plural stone filling holes bored from an upper side to a lower side; reference projects formed symmetrically on both lateral sides at the obtuse angle toward the front side; a body(110) having a rear hole(111) bored vertically and an oblique surface(113) inclined from a front side to a rear side at the predetermined angle; plural fixing grooves(112) installed with fixing pins(130) to firmly mount other blocks on upper sides of a front side and both lateral sides of the body; and a projection unit(120) protruded toward the front side of the body. An upside of the projection unit is opened and a lower side is formed with a front hole(121) having a drain hole(122) at the lower side.

Description

옹벽용 블록{The Retaining wall for a block}Retaining wall for a block}

본 발명은 옹벽용 블록에 관한 것으로, 더욱 상세하게는 옹벽 및 경사진 곳에 차례대로 적층하거나 또는 계단형식으로 어슷하게 설치하여 벌, 조류(작은 새) 등의 서식처를 제공하고, 우천 시 물의 배수를 원활하게 하여 각각의 블록의 유실을 방지함과 동시에 각각의 블록간의 지지력을 향상시켜 견고하게 설치될 수 있도록 한 옹벽용 블록에 관한 것이다.The present invention relates to a retaining wall block, and more particularly, to provide a habitat for bees, birds (small birds), etc. by stacking them sequentially or installing stepwise in a manner of retaining walls and inclined places, The present invention relates to a retaining wall block that can be smoothly installed by smoothly preventing loss of each block and at the same time improving the support force between the blocks.

일반적으로 옹벽용으로 사용하는 블록은 토압력(土壓力)에 저항하여 흙이 무너지지 못하게 만든 벽체(壁體)를 말한다Generally, the block used for the retaining wall refers to a wall that prevents soil from falling down by resisting earth pressure.

그리고 지표지반(地表地盤)의 안정된 경사를 그것보다 가파른 경사로 하였을 경우에 일어나는 지반 붕괴를 막기 위해 만든 구조물로서, 흙을 쌓아 올릴 때, 산을 깎아 낼 때, 해안을 메울 때 등에 필요한 것으로 다음과 같은 종류가 있다. Also, it is a structure made to prevent the ground collapse that occurs when the stable slope of the ground surface is steeper than that. There is a kind.

① 블록 쌓기: 예로부터 널리 쓰이는 축벽(築壁)이 이것에 속하며 현재는 콘크리트블록이 많이 사용된다. ① Block stacking: The shaft wall, which is widely used since ancient times, belongs to this category, and concrete blocks are used a lot now.

② 중력식(重力式) 콘크리트 옹벽: 콘크리트 자체의 중량으로 지반의 붕괴를 막아내는 구조로 되었는데 비교적 높이가 낮은 경우에 채택된다. ② Gravity-type concrete retaining wall: It is a structure that prevents the collapse of the ground by the weight of the concrete itself, and is adopted when the height is relatively low.

③ 특수 철근콘크리트 옹벽: 옹벽의 높이가 커져서 중력식 옹벽으로는 경제적이지 않거나 벽면을 수직으로 하여 용지(用地)의 이용을 유리하게 할 필요가 있을 경우에 이용되며, 역T형식, 부벽식(扶壁式:L자형) 등 여러 형식이 있다. 이 밖에 강판이나 목책(木柵)을 이용한 간단한 것도 있다. ③ Special Reinforced Concrete Retaining Wall: It is used when the height of the retaining wall is not economical as the gravity retaining wall, or when it is necessary to favor the use of paper by making the wall vertical. There are several forms, such as L-shaped). In addition, there are simple things using steel plates or wooden fences.

그러나 상기와 같이 콘크리트를 이용하여 옹벽을 만들 시에는 그 설치시간이 오래 걸리는 단점이 있고, 또한 축벽 자체가 토압을 이기도록 설계하기 위해서는 반드시 축벽을 받치는 구조물이 함께 설치되어야 하는데, 이는 토압으로부터 축벽을 보호하기 위해 설치되어 있다.However, when the retaining wall is made of concrete as described above, the installation time takes a long time. Also, in order to design the shaft wall to overcome the earth pressure, a structure supporting the shaft wall must be installed together. It is installed to protect.

상기와 같이 토압으로부터 축벽을 보호하기 위하여 설치되는 구조물의 경우 토압이 가해지는 반대편에 설치되므로 인하여 주변의 환경과 어울리지 못하고 또한 축벽 자체에 식물의 생육 또는 조류 등이 서식을 못하므로 주변의 환경을 해치는 경우가 비일비재하다.In the case of the structure installed to protect the shaft wall from the earth pressure as described above, because it is installed on the opposite side to which the earth pressure is applied, it does not fit with the surrounding environment and also does not grow plants or algae on the shaft wall itself, thus harming the surrounding environment. The case is unusual.

또한 블록을 이용하여 옹벽을 형성하고자 쌓을 때 기존에는 소정의 위치에 블록을 적층하여 옹벽의 형상을 갖춘 상태에서 블록과 블록이 서로 견고하게 지지되도록 철근을 끼웠으나, 적층되는 블록에 형성된 구멍에 철근을 끼우기란 매우 힘이드는 문제점이 있다.In addition, when stacking blocks to form a retaining wall using blocks, conventionally, the blocks were stacked to have a shape of the retaining wall by stacking blocks at a predetermined position. Inserting a problem is very difficult.

또한 주변의 환경을 생각하여 나무재질로 된 축벽을 설치하는 경우에는 나무와 나무 사이로 토사가 흘러내리고, 그로 인하여 축벽의 어느 일측으로 토압력이 강하게 작용하여 축벽이 무너지는 경우까지 발생하여 보행자에게 위험한 상황을 초래하게 되는 문제점을 내포하고 있다.In addition, when installing a wooden shaft wall in consideration of the surrounding environment, the earth and sand flows down between the trees, and as a result, the earth pressure is strongly applied to one side of the shaft wall, which causes the shaft wall to collapse, which is dangerous for pedestrians. It involves a problem that causes the situation.

본 발명은 상기한 문제점을 해결하기 위하여 전면공에는 벌, 작은 새, 꽃 등이 서식할 수 있도록 하여 주위의 환경과 어울리도록 함과 동시에 토사의 압력을 견딜 수 있도록 하며, 작업자가 편리하게 블록을 적층 할 수 있도록 하여 작업시간을 단축시킬 수 있도록 한 옹벽용 블록을 제공하는데 목적이 있다.In order to solve the above problems, bee, birds, flowers, etc. can inhabit the front hole to match the surrounding environment and at the same time to withstand the pressure of the earth and sand, the operator conveniently blocks It is an object of the present invention to provide a retaining wall block that can be stacked to shorten the working time.

상기한 목적을 달성하기 위한 본 발명은 전광후협으로 형성되고, 상부의 양측에는 좌우연결홈이 형성되며, 중앙부에는 중앙연결홈이 형성되며, 상부에서 하부로 관통되는 복수개의 쇄석채움공을 가지며, 양측면에는 전면쪽으로 둔각을 이루며 대칭되게 기준돌기가 형성되는 옹벽 축조용 블록에 있어서, 상부에서 하부로 관통되게 후면공이 형성되고, 전면에서 후면으로 소정의 각도로 경사면을 갖으며 형성된 몸체; 상기 몸체 전면의 상부와 양측면의 상부에 다른 블록과 견고하게 설치될 수 있도록 고정핀이 설치되는 다수의 고정홈; 상부는 개구되고, 하부에는 배수공이 형성된 전면공을 갖으며 몸체 전면으로 돌출되는 돌출부를 포함하여 구성되는 것을 특징으로 하는 옹벽용 블록을 제공한다.The present invention for achieving the above object is formed of an all-optical rear view, the left and right connecting grooves are formed on both sides of the upper portion, the central connecting grooves are formed in the center, and has a plurality of crushed stone filling holes penetrating from the top to the bottom, Retaining wall building blocks for forming a reference projection symmetrically with an obtuse angle toward the front side, the rear hole is formed so as to penetrate from the top to the bottom, the body formed with an inclined surface at a predetermined angle from the front to the rear; A plurality of fixing grooves on which fixing pins are installed so as to be firmly installed with other blocks on an upper portion of the front surface and both sides of the body; The upper part has an opening, and the lower part has a front hole formed with a drainage hole, and provides a retaining wall block, characterized in that it comprises a protrusion projecting toward the front of the body.

이하 상기한 목적을 달성하기 위한 본 발명의 옹벽용 블록을 첨부된 도면을 통해 상세하게 설명하면 다음과 같다.Hereinafter, the retaining wall block of the present invention for achieving the above object will be described in detail with reference to the accompanying drawings.

도 1은 본 발명에 의한 옹벽용 블록을 구성을 나타낸 사시도이고, 도 2는 본 발명에 의한 옹벽용 블록의 구성을 나타낸 평면도이며, 도 3은 본 발명에 의한 옹벽용 블록의 구성을 나타낸 단면도이고, 도 4는 본 발명에 의한 옹벽용 블록을 이용하여 수직으로 적층한 상태를 나타낸 사시도이다. 1 is a perspective view showing the configuration of the retaining wall block according to the present invention, Figure 2 is a plan view showing the configuration of the retaining wall block according to the present invention, Figure 3 is a cross-sectional view showing the configuration of the retaining wall block according to the present invention. 4 is a perspective view showing a state stacked vertically using the retaining wall block according to the present invention.

도 1 내지 도 3에 도시된 바와 같이 본 발명의 블록(100)은 크게 몸체(110)와 돌출부(120)로 형성된다.As shown in FIGS. 1 to 3, the block 100 of the present invention is largely formed of a body 110 and a protrusion 120.

상기 몸체(110)에는 상부에서 하부로 관통되도록 후면공(111)이 형성되고, 몸체(110)의 상부에는 블록(100)과 블록(100)의 적층 시 견고하게 적층되고 또한 토압으로부터 블록(100)이 유실되는 것을 방지하는 고정핀(130)이 설치되는 고정홈(112)이 형성된다.The body 110 has a rear hole 111 is formed so as to penetrate from the top to the bottom, the upper part of the body 110 is firmly stacked when the block 100 and the block 100 are stacked and also block 100 from earth pressure ) Is formed with a fixing groove 112 is installed fixing pin 130 to prevent the loss.

상기 몸체(110)는 일측에서 타측으로 소정의 각도를 갖는 경사면(113)이 형성되고, 상기 몸체(110)는 전광후협(前廣後狹)의 형상으로 형성되는 것이 바람직하다.The body 110 is formed with an inclined surface 113 having a predetermined angle from one side to the other side, and the body 110 is preferably formed in the shape of an all-light back narrow.

그리고 상기 돌출부(120)는 몸체(110)의 일측면에 일체로 형성되고, 상부에서 내측으로 소정의 공간을 갖는 전면공(121)이 형성되며, 상기 전면공(121)의 내측에 흙 등을 메우지 않을 경우에는 벌, 조류 등이 서식할 수 있도록 하고, 전면공(121)의 내측에 흙을 메울 경우에는 꽃, 작은 묘목 등을 심을 수 있도록 형성된다.And the protrusion 120 is integrally formed on one side of the body 110, the front hole 121 having a predetermined space from the top to the inner side is formed, the soil and the like inside the front hole 121 When not filled, bees, birds, etc. can be inhabited, and when the soil is filled inside the front hole 121, flowers, small seedlings, and the like are formed.

상기 돌출부(120)의 전면에는 주위의 환경과 어울리도록 모양부(123)가 형성되고, 상기 모양부(123)는 도면에 도시된 바와 같이 상부에서 하부로 수직으로 형성되는 것은 물론, 주위의 환경과 어울리도록 사선모양, 다이아몬드모양, 별모양 등 다양한 모양을 형성할 수 있다.Shaped portion 123 is formed on the front surface of the protrusion 120 to match the surrounding environment, the shape portion 123 is formed vertically from the top to the bottom, as shown in the figure, as well as the surrounding environment It can be formed into various shapes such as diagonal, diamond, and star to match.

상기 돌출부(120)에 형성된 전면공(121)에는 빗물 등에 의해 전면공(121)의 내부에 물이 고이는 것을 방지하기 위하여 배수공(122)이 전면공(121)의 중앙부와 모서리에 각각 형성되어 물의 배수가 원활하게 일어날 수 있도록 형성된다.In the front hole 121 formed in the protrusion 120, drain holes 122 are formed in the center and corners of the front hole 121 to prevent water from accumulating inside the front hole 121 due to rain water. It is formed so that drainage can occur smoothly.

또한 상기 몸체(110)와 돌출부(120)가 일체로 형성되는 양측에는 단턱부(114)가 형성되고, 상기 단턱부(114)는 다른 블록(100)이 일측에 나열되어 소정의 공간이 형성되며, 그 하방향에 위치한 다른 블록(100)의 전면공(121)이 그 공간에 위치되도록 하여 묘목이 생육될 수 있고, 조류, 벌 등이 서식할 수 있도록 한다.In addition, the step portion 114 is formed on both sides of the body 110 and the protrusion 120 is integrally formed, the step portion 114 is another block 100 is arranged on one side and a predetermined space is formed , So that the front hole 121 of the other block 100 located in the downward direction is located in the space so that the seedlings can be grown, birds, bees, etc. can inhabit.

상기와 같이 구성된 본 발명에 의한 옹벽용 블록(100)의 작용효과를 첨부된 도면을 통해 상세하게 설명하면 다음과 같다.When described in detail through the accompanying drawings the effect of the retaining wall block 100 according to the present invention configured as described above are as follows.

도 5는 본 발명에 의한 옹벽용 블록을 수직으로 적층한 상태를 나타낸 평면도이고, 도 6은 본 발명에 의한 옹벽용 블록을 수직으로 쌓은 상태에서 외주 곡선상태를 나타낸 평면도이며, 도 7은 본 발명에 의한 옹벽용 블록을 수직으로 쌓은 상태에서 내주 곡선상태를 나타낸 평면도이고, 도 8은 본 발명에 의한 옹벽용 블록을 들여쌓기를 한 상태를 나타낸 평면도이며, 도 9는 본 발명에 의한 옹벽용 블록을 들여쌓은 상태에서 곡선상태를 나타낸 평면도이다.FIG. 5 is a plan view showing a state in which the retaining wall blocks according to the present invention are vertically stacked, and FIG. 6 is a plan view showing the outer circumferential curved state in a state in which the retaining wall blocks according to the present invention are stacked vertically, and FIG. Fig. 8 is a plan view showing an inner circumferential curve state in a state in which the retaining wall blocks are stacked vertically, and FIG. 8 is a plan view showing a state in which the retaining wall blocks are stacked according to the present invention, and FIG. 9 is a retaining wall block according to the present invention. This is a plan view showing a curved state in a stacked state.

도 5내지 도8에 도시된 바와 같이, 먼저 블록(100)을 설치할 곳에 기초공사를 하여 블록(100)을 수평 쌓기(나열)를 할 수 있도록 기반을 조성한다.As shown in Figure 5 to Figure 8, first, the foundation to the block 100 to install the foundation to establish a base so that the horizontal stacking (line) of the block 100.

기반이 조성된 후에 블록(100)을 설치하고자하는 길이방향으로 수평 쌓기를 하고, 블록(100)을 수평 쌓기를 한 상태에서 고정홈(112)에 고정핀(130)을 삽설하는데, 이때 설치하는 블록(100)이 도5와 같이 수직 쌓기를 할 것인지, 아니면 도 8에 도시된 바와 같이 들여쌓기를 할 것인지를 먼저 결정한 후에 블록(100)을 적층한다.After the foundation is formed, the horizontal stacking in the longitudinal direction to install the block 100, and in the state in which the horizontal stacking block 100 inserts the fixing pin 130 in the fixing groove 112, which is installed First, whether the block 100 is stacked vertically as shown in FIG. 5 or stacked as shown in FIG. 8 is first determined, and then the blocks 100 are stacked.

먼저 수직 쌓기를 하는 것을 살펴보면, 상기에서 설명한 바와 같이 기반이 조성된 상태에서 블록(100)을 수평 쌓기를 하고, 수평 쌓기 된 블록(100)의 몸체(110)에 형성된 고정홈(112)에 고정핀(130)을 삽설하는데, 이때에는 몸체(110)의 양측에 형성된 고정홈(112)에 고정핀(130)을 설치한다.Looking at the vertical stacking first, as described above, the horizontal stacking of the block 100 in a state in which the base is formed, and fixed to the fixing groove 112 formed in the body 110 of the horizontal stacking block 100 Inserting the pin 130, in this case the fixing pin 130 is installed in the fixing groove 112 formed on both sides of the body (110).

몸체(110)에 형성된 고정홈(112)에 고정핀(130)을 다 설치한 상태에서 다른 블록(100)을 수평 쌓기 한 블록(100)의 상방향에 위치되도록 하는데, 이때 상방향으로 적층되어 수평 쌓기되는 블록(100)은 단턱부(114)가 형성된 모서리가 서로 마주 대어진 상태로 설치된다. In the state in which the fixing pins 130 are all installed in the fixing groove 112 formed in the body 110, the other blocks 100 are horizontally stacked so as to be positioned in an upward direction of the block 100. The horizontal stacking block 100 is installed with the edges formed with the stepped portions 114 facing each other.

상기 모서리가 마주 대어진 상태로 설치될 때 하방향에 설치된 블록(100)의 전면공(121)이 모서리와 모서리가 마주 대어진 곳의 공간에 위치되도록 하여 전면공(121)이 오픈 된 상태로 블록(100)이 설치되도록 한다.When the corners face each other, the front hole 121 of the block 100 installed in the downward direction is positioned in the space where the edges and the edges face each other so that the front hole 121 is opened. Allow block 100 to be installed.

그리고 상기 고정홈(112)에 설치된 고정핀(130)은 상방향에 위치되는 블록(100)의 후면공(111)의 내측으로 위치되도록 하여 블록(100)의 배면에 쌓여지는 토사의 압력을 견딜 수 있도록 함과 동시에 블록(100)과 블록(100)이 서로 견고하게 설치될 수 있도록 하며, 수직 쌓기에서는 상기와 같은 방식을 이용하여 계속적으로 적층한다.And the fixing pin 130 is installed in the fixing groove 112 to be positioned in the inner side of the rear hole 111 of the block 100 located in the upward direction to withstand the pressure of the soil piled up on the back of the block 100 At the same time, the block 100 and the block 100 can be firmly installed with each other, and in the vertical stacking, the stacking is continuously performed using the above method.

또한 상기 몸체(110)에 형성된 후면공(111)에는 기반공사 또는 블록(100)을 설치한 후에 생기는 잡석(흙, 자갈, 모래 등)을 채워 블록(100)의 설치를 더욱 견고하게 한다.In addition, the rear hole 111 formed in the body 110 is filled with rubble (soil, gravel, sand, etc.) generated after installing the foundation work or block 100 to further solidify the installation of the block 100.

그리고 상기와 같은 방식을 통해 블록(100)을 쌓아 나갈 때 코너부분이 발생하게 되는데, 이때에는 도 6에 도시된 바와 같이 몸체(110)의 양측단에 형성된 경사면을 다른 블록(100)의 몸체(110)에 형성된 경사면(113)과 마주 대어지도록 위치시키면서 블록(100)을 수평 쌓기를 하면서 외주 곡선부가 형성되어 도 6에 도시된 바와 같이 코너부분과 일자 방향으로 수평 쌓기 된 곳이 서로 연결되므로 옹벽이 견고하게 설치된다.And the corner portion is generated when the block 100 is stacked in the same manner as described above, in which case the inclined surfaces formed on both side ends of the body 110, as shown in FIG. The outer periphery curved portion is formed while horizontally stacking the blocks 100 while being positioned to face the inclined surface 113 formed in the 110, and as shown in FIG. This is firmly installed.

또한 도 6에 도시된 것과는 반대 반향으로 내주 곡선부를 형성하면서 블록(100)이 적층되는데, 이때에도 도 7에 도시된 바와 같이 블록(100)과 블록(100)이 서로 결속되면서 설치되고, 이때의 배면부의 각도는 수평쌓기의 상태의 블록(100)과 블록(100)이 벌어진 각도보다도 터 크게 벌어지면서 내주 곡선부를 형성하며, 이때에도 하방향에 블록(100)의 설치된 고정핀(130)은 후면공(111)의 내측에 위치된 상태에서 내주 곡선부를 형성하면서 적층된다.In addition, the block 100 is stacked while forming an inner circumferential curve in the opposite direction as shown in FIG. 6, and in this case, as shown in FIG. 7, the block 100 and the block 100 are installed while being bound to each other. The angle of the rear portion is formed in the inner circumferential curve while the block 100 and the block 100 in the horizontal stacking state wider than the angle of the opening, and the fixed pin 130 installed in the block 100 in the downward direction It is laminated while forming the inner circumferential curve in the state located inside the ball 111.

도 8과 도 9는 블록(100)을 이용하여 들여쌓기를 한 것을 나타낸 것으로, 도 5와 도 6에서 설명한 바와 같이 블록(100)을 쌓기 위한 위치에 먼저 기반 공사를 한 상태에서 옹벽을 설치하고자 하는 방향으로 블록(100)을 나열한다. 8 and 9 illustrate the stacking using the block 100. As shown in FIG. 5 and FIG. 6, the retaining wall is installed in a state in which the foundation construction is first performed at the position for stacking the block 100. FIG. To list the block 100 in the direction.

상기 블록(100)이 나열된 상태에서 몸체(110)의 상부에 설치된 고정홈(112)에 고정핀(130)을 설치하는데, 이때에는 상기에서와 같이 몸체(110)의 양측에 형성된 고정홈(112)에 고정핀(130)을 설치하는 것이 아니라 전면공(121)쪽에 형성된 고정홈(112)에 고정핀(130)을 고정 설치한다.In the state in which the block 100 is listed, the fixing pin 130 is installed in the fixing groove 112 installed on the upper portion of the body 110. In this case, the fixing grooves 112 formed on both sides of the body 110 as described above. Rather than installing the fixing pin 130, the fixing pin 130 is fixed to the fixing groove 112 formed at the front hole 121 side.

상기 몸체(110)의 고정홈(112)에 고정핀(130)이 설치된 상태에서 나열된 블록(100)의 상방향으로 다른 블록(100)들을 나열하는데, 이때에는 몸체(110)의 일측에 형성된 단턱부(114)에 하방향의 블록(100)이 설치된 고정핀(130)이 위치되도록 한다.The other blocks 100 are arranged in the upward direction of the blocks 100 listed in the state in which the fixing pins 130 are installed in the fixing grooves 112 of the body 110, in which the ends formed on one side of the body 110. Fixing pin 130 is installed to the lower block 100 is installed on the jaw portion (114).

상기 고정핀(130)은 상방향에 위치한 블록(100)의 단턱부(114) 각각에 하나씩 위치되는데, 이때 위치되는 고정핀(130)은 하방향에 위치한 하나의 블록(100)에 설치된 고정핀(130)이 위치되는 것이 아니라 블록(100)과 블록(100)에 각각 설치된 고정핀(130)이 위치된다.The fixing pin 130 is located in each one of the stepped portion 114 of the block 100 located in the upper direction, the fixing pin 130 is located at this time fixing pins installed in one block 100 located in the downward direction Instead of being located at 130, the fixing pins 130 installed at the block 100 and the block 100 are positioned.

도 8에 도시된 바와 같이 블록(100)이 설치된 상태에서 고정핀(130)의 위치가 상방향에 설치된 블록(100)의 단턱부(114)에 위치되므로 상기 도 5와 도6 에서 적층되는 블록(100)보다도 뒤쪽으로 들어가서 적층된다.As shown in FIG. 8, since the position of the fixing pin 130 is located at the stepped portion 114 of the block 100 installed upward in the state in which the block 100 is installed, the blocks stacked in FIGS. 5 and 6. It is stacked later than 100.

또한 상기 블록(100)을 계속적으로 적층시키면 최종적으로 적층되는 형상은 계단식의 형상으로 형성되어 비탈진 곳에 적층을 원활하게 설치할 수 있다.In addition, if the block 100 is continuously stacked, the final stacked shape may be formed in a stepped shape to smoothly install the stacking place.

도 9는 코너부분에 설치되는 블록(100)을 나타낸 것으로, 도면에 도시된 바와 같이 그 곡선부가 완만한 경우에는 도8에 도시된 바와 같이 설치할 수 있고, 그 곡선부가 급격한 코너가 발생되는 부분에서는 도 6에 도시된 바와 같이 경사면(113)을 서로 마주 대어 설치하므로 설치하여 설치할 수 있다.FIG. 9 shows a block 100 installed at a corner portion, and as shown in the drawing, when the curved portion is gentle, it may be installed as shown in FIG. 8, and the curved portion may have a sharp corner. As shown in FIG. 6, the inclined surfaces 113 may be installed to face each other, and thus may be installed and installed.

그리고 상기 곡선부에 설치되는 블록(100)의 경우에는 그 코너가 발생되는 부분의 꺾기는 정도에 따라 작업자가 조절하면서 그 곡선에 맞게 설치하므로 어떠한 곡선부분이라도 블록(100)을 설치할 수 있게 되며, 직선상으로 설치되는 블록(100)과 같이 연계되어 설치되므로 별도의 블록(100)을 사용하지 않고 계단식 옹벽을 설치할 수 있다.And in the case of the block 100 is installed in the curved portion is installed according to the curve while the operator adjusts according to the degree of bending of the corner is generated, it is possible to install the block 100 in any curved portion, Since it is installed in conjunction with the block 100 installed in a straight line, it is possible to install a stepped retaining wall without using a separate block 100.

이상에서 설명한 바와 같이 블록(100)을 이용하여 옹벽을 설치하므로 직선, 코너 부분에 상관없이 하나의 블록(100)을 이용하여 옹벽을 설치하므로 작업자는 별도의 옹벽을 사용하지 않아도 되고, 또한 블록(100)과 블록(100)이 서로 이격되는 것을 방지할 수 있는 장점이 있다.Since the retaining wall is installed using the block 100 as described above, the retaining wall is installed using one block 100 regardless of the straight line or the corner portion, so that the worker does not have to use a separate retaining wall. 100 and the block 100 has an advantage that can be prevented from being spaced apart from each other.

이하 본 발명에 따른 옹벽용 블록의 효과를 살펴보면, 본 발명의 옹벽용 블록은 시공 시 작업자가 블록과 블록을 결속시키기 위한 고정핀을 고정홈에 삽입하여 블록을 적층하므로 블록간의 결속이 원활하게 이루어지므로 작업이 용이하고 시간이 단축되고, 블록과 블록 사이에 공간이 형성되므로 전면공에서 꽃, 벌, 조류 등이 서식할 수 있으며, 친환경적으로 설치되는 효과를 가져온다.Looking at the effect of the retaining wall block according to the present invention, the retaining wall block of the present invention is smoothly made because the worker stacks the block by inserting the fixing pin for fixing the block and the block into the fixing groove when the construction. Since the work is easy and the time is shortened, and a space is formed between the blocks, the flowers, bees, birds, etc. can inhabit the front hole, and the environment is installed.

또한 하나의 블록을 이용하여 직선과 곡선의 경계가 없이 블록을 쌓을 수 있으며, 토사의 압력에 의해 유실되는 것을 방지할 수 있는 효과가 있고, 곡선(코너)부분의 각도를 사용자가 임의로 조정하여 블록을 적층할 수 있는 효과가 있다.In addition, by using a single block, blocks can be stacked without a boundary between a straight line and a curve. The block can be prevented from being lost by the pressure of the soil. The angle of the curve (corner) portion can be arbitrarily adjusted by the user. There is an effect that can be laminated.

도 1은 본 발명에 의한 옹벽용 블록을 구성을 나타낸 사시도.1 is a perspective view showing the configuration of a retaining wall block according to the present invention;

도 2는 본 발명에 의한 옹벽용 블록의 구성을 나타낸 평면도.2 is a plan view showing the structure of a retaining wall block according to the present invention;

도 3은 본 발명에 의한 옹벽용 블록의 구성을 나타낸 단면도.3 is a cross-sectional view showing the configuration of a retaining wall block according to the present invention;

도 4는 본 발명에 의한 옹벽용 블록을 이용하여 수직으로 적층한 상태를 나타낸 사시도.Figure 4 is a perspective view showing a state stacked vertically using the retaining wall block according to the present invention.

도 5는 본 발명에 의한 옹벽용 블록을 수직으로 적층한 상태를 나타낸 평면도.5 is a plan view showing a state in which the retaining wall blocks according to the present invention are stacked vertically.

도 6은 본 발명에 의한 옹벽용 블록을 수직으로 쌓은 상태에서 외주 곡선상태를 나타낸 평면도. Figure 6 is a plan view showing the outer circumferential curve state in a state of vertically stacked the retaining wall block according to the present invention.

도 7은 본 발명에 의한 옹벽용 블록을 수직으로 쌓은 상태에서 내주 곡선상태를 나타낸 평면도이고,7 is a plan view showing an inner circumferential curve state in a state in which the retaining wall blocks are stacked vertically;

도 8은 본 발명에 의한 옹벽용 블록을 들여쌓기를 한 상태를 나타낸 평면도.8 is a plan view showing a state in which the retaining wall block according to the present invention stacked.

도 9는 본 발명에 의한 옹벽용 블록을 들여쌓은 상태에서 곡선상태를 나타낸 평면도.Figure 9 is a plan view showing a curved state in a state stacked on the retaining wall block according to the present invention.

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

100 : 블록 110 : 몸체100: block 110: body

111 : 후면공 112 : 고정홈111: rear hole 112: fixing groove

113 : 경사면 114 : 단턱부113: inclined surface 114: stepped portion

120 : 돌출부 121 : 전면공 120: protrusion 121: front hole

122 : 배수공 123 : 모양부122: drain hole 123: shape

130 : 고정핀130: fixed pin

Claims (10)

전광후협으로 형성되고, 상부의 양측에는 좌우연결홈이 형성되며, 중앙부에는 중앙연결홈이 형성되며, 상부에서 하부로 관통되는 복수개의 쇄석채움공을 가지며, 양측면에는 전면쪽으로 둔각을 이루며 대칭되게 기준돌기가 형성되는 옹벽 축조용 블록에 있어서,It is formed as an all-optical narrow side, and left and right connecting grooves are formed at both sides of the upper part, and a central connecting groove is formed at the center part, and has a plurality of crushed stone filling holes penetrating from the upper part to the lower part. In the retaining wall construction block in which the protrusion is formed, 상부에서 하부로 관통되게 후면공(111)이 형성되고, 전면에서 후면으로 소정의 각도로 경사면(113)을 갖으며 형성된 몸체(110);A rear hole 111 is formed so as to penetrate from an upper portion to a lower portion, and a body 110 having an inclined surface 113 at a predetermined angle from a front side to a rear side; 상기 몸체(110) 전면의 상부와 양측면의 상부에 다른 블록(100)과 견고하게 설치될 수 있도록 고정핀(130)이 설치되는 다수의 고정홈(112);A plurality of fixing grooves 112 in which fixing pins 130 are installed so as to be firmly installed with the other blocks 100 on the upper and upper sides of the body 110; 상부는 개구되고, 하부에는 배수공(122)이 형성된 전면공(121)을 갖으며 몸체(110) 전면으로 돌출되는 돌출부(120)를 포함하여 구성되는 것을 특징으로 하는 옹벽용 블록.Retaining wall block, characterized in that it comprises an opening 120, the lower portion has a front hole 121 is formed with a drain hole 122 and protruding portion 120 protruding toward the front of the body (110). 삭제delete 삭제delete 제1항에 있어서,The method of claim 1, 상기 돌출부(120)의 일측에는 모양부(123)가 형성되는 것을 특징으로 하는 옹벽용 블록.Retaining wall block, characterized in that the shape portion 123 is formed on one side of the protrusion (120). 삭제delete 삭제delete 삭제delete 삭제delete 삭제delete 삭제delete
KR1020040006690A 2004-02-02 2004-02-02 The retaining wall for a block Expired - Fee Related KR100481160B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
KR1020040006690A KR100481160B1 (en) 2004-02-02 2004-02-02 The retaining wall for a block
CNB2005100027768A CN100350102C (en) 2004-02-02 2005-01-31 Brick block for protecting shore

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020040006690A KR100481160B1 (en) 2004-02-02 2004-02-02 The retaining wall for a block

Publications (1)

Publication Number Publication Date
KR100481160B1 true KR100481160B1 (en) 2005-04-06

Family

ID=34880222

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020040006690A Expired - Fee Related KR100481160B1 (en) 2004-02-02 2004-02-02 The retaining wall for a block

Country Status (2)

Country Link
KR (1) KR100481160B1 (en)
CN (1) CN100350102C (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100890818B1 (en) 2008-08-18 2009-03-30 정지석 Eco-friendly vegetation block
KR100897420B1 (en) 2008-08-25 2009-05-14 정지석 Foundation blocks for retaining wall installation
KR101129494B1 (en) 2011-10-27 2012-04-02 한지호 Vegetation retaining wall structure and method forconstructing a retaining wall using the same

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101725132B (en) * 2008-10-31 2011-11-23 上海交通大学 Placement method of four-legged hollow cube to dissipate waves
CN101597907B (en) * 2009-06-16 2011-11-16 梁菊明 Ecological building block
CN101769036B (en) * 2010-03-11 2011-10-26 梁菊明 Ecological building block
IT1399316B1 (en) * 2010-04-08 2013-04-16 Maccaferri Spa Off BLOCK FOR CONTAINMENT WALL
CN103669290B (en) * 2013-12-02 2017-02-08 北京东方园林股份有限公司 Building block and vertical revetment composed of same
CN106638677B (en) * 2017-02-28 2018-11-30 江苏绿和环境科技有限公司 A kind of huge block of slope ecology earth-retaining
KR20180106715A (en) * 2017-03-21 2018-10-01 주식회사 에코탑플러스 Retaining Wall Block System
CN111851414A (en) * 2020-07-30 2020-10-30 中国一冶集团有限公司 Ecological brick for slope protection forming and forming method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2908578C2 (en) * 1979-03-05 1983-12-01 Schenk, Harry, 7101 Löwenstein Frame-shaped prefabricated part made of concrete for a space lattice wall as a support wall or the like.
DE8810345U1 (en) * 1988-08-16 1988-12-22 Knudsen, Poul Nyboe, Kopenhagen Sheet body for use in a cladding to protect the slopes of beaches, lake shores, rivers or canals against erosion
DE4426553A1 (en) * 1994-07-27 1996-02-08 Weber Ludwig Steinwerke Gmbh Planter as a wall element and wall built with it

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100890818B1 (en) 2008-08-18 2009-03-30 정지석 Eco-friendly vegetation block
KR100897420B1 (en) 2008-08-25 2009-05-14 정지석 Foundation blocks for retaining wall installation
KR101129494B1 (en) 2011-10-27 2012-04-02 한지호 Vegetation retaining wall structure and method forconstructing a retaining wall using the same

Also Published As

Publication number Publication date
CN1651659A (en) 2005-08-10
CN100350102C (en) 2007-11-21

Similar Documents

Publication Publication Date Title
KR100481160B1 (en) The retaining wall for a block
KR100990517B1 (en) A prefabricated vegetation block
MXPA03001816A (en) Integrated footings.
KR200437825Y1 (en) Earth plate, easy to remove
CN109403370B (en) Cast-in-place greening concrete retaining wall and construction method thereof
KR100536620B1 (en) A block for a retaining wall and a residences of fishes
KR200440047Y1 (en) Retaining wall blocks
KR101334749B1 (en) Vegetation block in tiers for retaining wall and method for construction of retaining wall using the same
KR20150019110A (en) Terraced retaining wall and construction method for slope vegetation
KR100843330B1 (en) Terraced Vegetation Shore Block
KR101308822B1 (en) Binding structure of vegetation and revetment block and method for constructing using the same
KR200378431Y1 (en) A retaining wall-block for vegetation
KR100696297B1 (en) Eco-Friendly Retaining Wall Structures
KR200442424Y1 (en) Retaining Wall Block for Vegetation
JP3537398B2 (en) Assembly fencer
KR100720928B1 (en) Retaining wall structure for eco-friendly construction complex
KR101589287B1 (en) Joint structure of the bank protector brocks for grass growing
RU176405U1 (en) SUPPORT WALL UNIT
JP3118346U (en) Seawall block
KR200382628Y1 (en) The Retaining wall for a block
JP3774459B2 (en) Assembly fence
KR102238975B1 (en) Terrace type planting block for slope recovery and reinforce
KR100993505B1 (en) Prefabricated vegetation soundproofing wall panel and construction method
KR101070304B1 (en) Vegetation Construction Block for Retaining Wall
JP4116019B2 (en) Seawall block

Legal Events

Date Code Title Description
A201 Request for examination
PA0109 Patent application

Patent event code: PA01091R01D

Comment text: Patent Application

Patent event date: 20040202

PA0201 Request for examination
N231 Notification of change of applicant
PN2301 Change of applicant

Patent event date: 20040213

Comment text: Notification of Change of Applicant

Patent event code: PN23011R01D

A302 Request for accelerated examination
PA0302 Request for accelerated examination

Patent event date: 20040420

Patent event code: PA03022R01D

Comment text: Request for Accelerated Examination

Patent event date: 20040202

Patent event code: PA03021R01I

Comment text: Patent Application

E902 Notification of reason for refusal
PE0902 Notice of grounds for rejection

Comment text: Notification of reason for refusal

Patent event date: 20040707

Patent event code: PE09021S01D

E90F Notification of reason for final refusal
PE0902 Notice of grounds for rejection

Comment text: Final Notice of Reason for Refusal

Patent event date: 20041130

Patent event code: PE09021S02D

E701 Decision to grant or registration of patent right
PE0701 Decision of registration

Patent event code: PE07011S01D

Comment text: Decision to Grant Registration

Patent event date: 20050324

GRNT Written decision to grant
PR0701 Registration of establishment

Comment text: Registration of Establishment

Patent event date: 20050325

Patent event code: PR07011E01D

PR1002 Payment of registration fee

Payment date: 20050328

End annual number: 3

Start annual number: 1

PG1601 Publication of registration
LAPS Lapse due to unpaid annual fee
PC1903 Unpaid annual fee

Termination category: Default of registration fee

Termination date: 20090210