KR20070109353A - Engineering method for paving sidewalk - Google Patents

Engineering method for paving sidewalk Download PDF

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Publication number
KR20070109353A
KR20070109353A KR1020060042206A KR20060042206A KR20070109353A KR 20070109353 A KR20070109353 A KR 20070109353A KR 1020060042206 A KR1020060042206 A KR 1020060042206A KR 20060042206 A KR20060042206 A KR 20060042206A KR 20070109353 A KR20070109353 A KR 20070109353A
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South Korea
Prior art keywords
geogrid
stone
paving
reinforcing member
base
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KR1020060042206A
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Korean (ko)
Inventor
서동수
김광호
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서동수
김광호
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Priority to KR1020060042206A priority Critical patent/KR20070109353A/en
Publication of KR20070109353A publication Critical patent/KR20070109353A/en

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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/16—Reinforcements
    • E01C11/18—Reinforcements for cement concrete pavings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C15/00—Pavings specially adapted for footpaths, sidewalks or cycle tracks
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2201/00—Paving elements
    • E01C2201/16—Elements joined together
    • E01C2201/167—Elements joined together by reinforcement or mesh

Abstract

A sidewalk paving method is provided to smooth draining treatment by placing draining filter materials and filling members in filling grooves formed between paving stones, and to reinforce the ground by selecting one of a soil bag, a geoshell, and a geogrid as a reinforcing member. A reinforcing member(10) is placed on a ground(1). The reinforcing member is selected from one of a soil bag(10a), a geoshell, and a geogrid. An auxiliary base(20) is installed on the reinforcing member. The auxiliary base has crushed macadam made of gravel and aggregate whose diameter is 19 to 50mm. An upper base(40) is installed on the auxiliary base. The upper base has crushed macadam made of gravel and aggregate whose diameter is 2 to 5mm. Square macadam(51) are installed on the upper base to form a macadam layer(50). Draining filter materials(52) are filled in filling grooves(51a) filled between the macadam. Filling members(53) are made of macadam and stone dust, and placed on the draining filter materials. A geogrid(30) is installed on the auxiliary base if reinforcement of the ground is needed.

Description

보도 포장 공법{Engineering method for paving sidewalk}Engineering method for paving sidewalk}

도 1은 본 발명의 보도 포장 공법 과정을 나타낸 순서도.1 is a flow chart showing the process of pavement method of the present invention.

도 2는 본 발명의 보도 포장 공법을 이용하여 설치한 상태를 나타낸 사시도.Figure 2 is a perspective view showing a state installed using the sidewalk pavement method of the present invention.

도 3은 본 발명의 보도 포장 공법을 이용하여 흙포대를 사용한것을 나타낸 요부확대 단면도.Figure 3 is an enlarged cross-sectional view showing the main part using the soil bag using the sidewalk pavement method of the present invention.

도 4는 본 발명의 보도 포장 공법을 이용하여 지오쉘를 사용한것을 나타낸 요부확대 단면도.Figure 4 is an enlarged cross-sectional view showing the main portion using a geoshell using the sidewalk pavement method of the present invention.

도 5는 본 발명의 보도 포장 공법을 이용하여 지오그리드를 사용한것을 나타낸 요부확대 단면도.Figure 5 is an enlarged cross-sectional view showing the main portion showing the use of the geogrid using the sidewalk pavement method of the present invention.

< 도면의 주요부분에 대한 부호 설명><Explanation of Signs of Major Parts of Drawings>

1 : 원지반 10 : 보강부재1: Base 10: Reinforcing member

10a : 흙포대 10b : 지오쉘10a: Earthbag 10b: Geoshell

10c : 지오그리드 11 : 매김홈10c: Geogrid 11: Pagination Home

20 : 보조기층 30 : 지오그리드20: auxiliary base layer 30: geogrid

40 : 상부기층 50 : 포석층40: upper base layer 50: paving stone layer

51 : 포석 51a : 충진홈51: paving stone 51a: filling groove

52 : 배수필터재 53 : 충진부재52: drainage filter material 53: filling member

60 : 고정핀60: fixed pin

본 발명은 우수시 포장층 아래로 신속히 배수하기 위해서 포석과 포석 사이에 형성된 충진홈에 소정의 두께로 배수필터재와 충진부재를 사용하였으며, 원지반의 보강상태에 따라 보강부재인 흙포대, 지오쉘, 지오그리드 중 어느 하나를 선택하여 원지반을 더욱 더 견고하게 침하를 방지할 수 있도록 한 보도 포장 공법에 관한 것이다.The present invention used the drain filter material and the filling member with a predetermined thickness in the filling groove formed between the paving stone and the paving stone in order to quickly drain down the pavement layer during the rainy season, the soil bag and the geoshell as a reinforcing member according to the reinforcement state of the base. In particular, it relates to a sidewalk paving process that allows the selection of one of the geogrids to prevent settlement of the ground more firmly.

일반적으로, 보도 포장은 원지반 상부에 모래등으로 적층되는 필터층, 필터층 상부에 자갈로 적층되는 쇄석기층, 쇄석기층 상부에 적층되는 기층, 및 기층 상부에 적층되는 포석층으로 시공되고 있다.In general, the sidewalk pavement is constructed with a filter layer laminated with sand or the like on top of the base, a crusher layer stacked with gravel on the filter layer, a base layer stacked on the crusher layer, and a paving stone layer stacked on the base layer.

이와같이 시공된 보도는, 포석층을 평탄하게 시공할 수 있으며, 기층에는 투수성 제공하는 기층용 투수 콘크리트가 적층되어 있어 우수시 투수되어 보행자가 보행하는데 있어 편리성을 제공하고 있다.In this way, the sidewalk can be constructed with a flat paving stone layer, and the base layer is provided with permeable concrete for the base layer, which provides permeability.

그러나, 자갈로 이루어진 쇄석기층과 모래로 이루어진 필터층이 적층 시공되는 경우 포석층의 하중에 의하여, 구조물의 원지반이 침하함에 따라서 구조물의 여러 부분에서 불균등하게 침하를 일으키는 부분침하가 발생되어 보도 자체가 파손되는 문제점이 있으며, 그 발생된 파손 부위에는 통행에 불편함을 주고 있고, 안전사고가 발생될 우려가 있다.However, when the crusher layer made of gravel and the filter layer made of sand are laminated, partial subsidence occurs due to uneven settlement of various parts of the structure due to the subsidence of the base of the structure due to the load of the paving stone layer. There is a problem that is, the damaged part is inconvenient to pass, there is a risk that a safety accident occurs.

또한, 우수시 포석과 포석 사이에 형성된 홈에 통과하는 빗물에 의해 원지반 자체를 약화 시켜 포석층의 지반 침하가 발생되고 있으며, 이를 방지하기 위해 쇄석과 석분으로 채워 설치하고 있으나 지반 침하발생시 포석 사이의 쇄석과 석분이 침하가 되는 문제점이 발생되고 있다.In addition, in case of rainwater, the ground itself is weakened by the rainwater passing through the grooves formed between the paving stones and the paving stones, and ground subsidence of the paving stone layer is generated. There is a problem that crushed stone and stone powder is settled.

따라서 본 발명은 상기와 같은 문제점을 해결하기 위하여 안출된 것으로서,Therefore, the present invention has been made to solve the above problems,

본 발명의 목적은, 우수시 포장층 아래로 신속히 배수하기 위해서 포석과 포석 사이에 형성된 충진홈에 소정의 두께로 배수필터재와 충진부재를 사용하였으며, 원지반의 보강상태에 따라 보강부재인 흙포대, 지오쉘, 지오그리드 중 어느 하나를 선택하여 원지반을 더욱 더 견고하게 침하를 방지할 수 있도록 보도 포장 공법을 제공하는 데 있다.An object of the present invention was to use a drain filter material and a filling member in a predetermined thickness in the filling groove formed between the paving stone and the paving stone in order to quickly drain down the pavement layer in case of rainwater, an earthen bag which is a reinforcing member according to the reinforcement state of the base. It is to provide a sidewalk paving method to select settlement of geogrid, geoshell and geogrid to prevent settlement of the ground more firmly.

상기 목적을 달성하기 위하여 본 발명은, 기초가 되는 원지반의 상부에 보강부재로 사용하되, 보강부재로는 흙포대, 지오쉘, 지오그리드 중에서 어느 하나를 선택적으로 설치하는 과정과, In order to achieve the above object, the present invention is used as a reinforcing member on the base of the base, which is a process of selectively installing any one of the earth bag, geoshell, geogrid as a reinforcing member,

상기 보강부재 상부에 직경이 19~50mm인 자갈과 골재로 이루어진 깬쇄석으로 구성된 보조기층이 포설하는 과정과,The process of laying the auxiliary base layer consisting of crushed stone composed of gravel and aggregate having a diameter of 19 ~ 50mm on the reinforcing member,

그 상부에 직경이 2~5mm인 자갈과 골재로 이루어진 깬쇄석으로 구성된 상부기층을 포설하는 과정과, The process of laying an upper base composed of crushed stone composed of gravel and aggregate having a diameter of 2 to 5 mm on the upper part thereof;

상기 상부기층 상부에 석재나 콘크리트 블록 또는 고무재 블록 중 하나가 선 택적으로 이루어진 사각형인 포석을 설치하여 포석층을 형성하고, 포석과 포석 사이에 형성된 충진홈에 소정의 두께로 배수필터재를 충진하며, 배수필터재 상부에 쇄석과 석분으로 이루어진 충진부재로 포설하는 과정을 거쳐서 이루어진 것을 특징으로 한다.A paving stone layer is formed by installing a paving stone in which one of stone, concrete block or rubber block is selectively formed on the upper base layer, and filling the drain filter material with a predetermined thickness in the filling groove formed between the paving stone and the paving stone. And, characterized in that made through the process of laying as a filling member consisting of crushed stone and stone powder on the drain filter material.

이하 본 발명에 따른 보도 포장 공법은 다음과 같이 상세하게 설명한다.Press paving method according to the present invention will be described in detail as follows.

도 1은 보도 포장 공법 과정을 나타낸 순서도로서, 제 1과정(100), 제 2과정(200), 제 3과정(300), 제 4과정(400), 제 5과정(500)을 거쳐 보도를 형성한다.1 is a flow chart showing the process of pavement method, the first step 100, the second process 200, the third process 300, the fourth process 400, the fifth process 500 through the press Form.

상기 제 1과정(100)은, 기초가 되는 원지반(1)의 상부에 보강부재(10)로 사용되는 흙포대(10a), 지오쉘(10b), 지오그리드(10c) 중에서 어느 하나를 선택하여 밀착 설치한다.The first process 100, by selecting any one of the soil bag (10a), geoshell (10b), geogrid (10c) to be used as the reinforcing member 10 on the upper base 1 as a base close contact Install.

상기 제 1과정(100)에서 설치한 과정을 거친 제 2과정(200)은, 보강부재(10)의 상부에 직경 19~50mm인 작은 자갈과 골재로 이루어진 깬쇄석을 포설하여 보강부재(10)보다 큰 두께로 보조기층(20)을 형성한다.The second process 200, which went through the process installed in the first process 100, installs crushed stone composed of small gravel and aggregate having a diameter of 19 to 50 mm on the upper portion of the reinforcing member 10 to strengthen the reinforcing member 10. The auxiliary base layer 20 is formed to a larger thickness.

상기 제 1과정(100)과 제 2과정(200)을 거친 제 3과정(300)은, 보조기층(20) 상부에 원지반의 보강이 필요할 경우에 따라 설치하는 과정으로서, 토목섬유재로 이루어진 지오그리드(30)를 설치한다.The third process 300, which has passed through the first process 100 and the second process 200, is a process of installing the reinforcement of the base on the auxiliary base layer 20 as needed. Install 30.

상기 제 3과정(300)을 거친 제 4과정(400)은, 지오그리드(30) 상부에 직경 2~5mm인 작은 자갈과 골재로 이루어진 깬쇄석을 포설하여 보조기층(20)보다 작은 두께로 상부기층(40)을 형성한다.The fourth process 400, which has undergone the third process 300, installs crushed stone composed of small pebbles and aggregates having a diameter of 2 to 5 mm on top of the geogrid 30 to have a thickness lower than that of the auxiliary base layer 20. 40 is formed.

상기 제 4과정(400)을 거친 제 5과정(500)은, 상부기층(40) 상부에 포석(51) 을 다수개로 밀착 설치하여 포석층(50)을 형성하고, 포석(51)의 재질인 석재는 암석을 가공하여 이루어지며 그밖에 필요에 따라 콘크리트 블록 또는 고무재 블록으로 구성시킬 수 있고, 포석(51)과 포석(51)사이에는 충진홈(51a)이 형성된 공간에 작은 입자로 구성된 모래와 합성수지로 이루어진 배수필터재(52)를 소정의 두께로 삽입하며, 배수필터재(52)의 상부에 쇄석과 석분으로 이루어진 충진부재(53)를 소정의 두께로 포설한 과정을 거쳐 보도를 형성한다.The fifth process 500, which has passed through the fourth process 400, is installed in close contact with a plurality of paving stones 51 on the upper base layer 40 to form a paving stone layer 50, which is a material of the paving stones 51. The stone is made by processing the rock and can be composed of concrete blocks or rubber blocks as needed, and between the paving stone 51 and the paving stone 51, sand composed of small particles in a space in which the filling groove 51a is formed. A drain filter material 52 made of synthetic resin is inserted to a predetermined thickness, and a sidewalk is formed through a process of laying the filling member 53 made of crushed stone and stone on the upper part of the drain filter material 52 to a predetermined thickness. .

다음은 제 1과정에서 흙포대, 지오쉘, 지오그리드 중에서 어느 하나를 선택적으로 설치한 실시예를 상세하게 설명한다.Next will be described in detail an embodiment in which any one of the soil bag, geoshell, geogrid selectively installed in the first step.

도 3은 본 발명의 보도 포장 공법을 이용하여 흙포대를 사용한것을 나타낸 요부확대 단면도이고, 도 4는 본 발명의 보도 포장 공법을 이용하여 지오쉘를 사용한 것을 나타낸 요부확대 단면도이고, 도 5는 본 발명의 보도 포장 공법을 이용하여 지오그리드를 사용한 것을 나타낸 요부확대 단면도이다.Figure 3 is an enlarged cross-sectional view showing the main portion using the soil pavement using the sidewalk pavement method of the present invention, Figure 4 is an enlarged cross-sectional view showing the main part using a geoshell using the pavement method of the present invention, Figure 5 is the present invention This is an enlarged cross-sectional view showing the use of geogrid using the sidewalk paving method.

도 3은 본 발명의 보도 포장 공법을 이용하여 흙포대를 사용한것을 나타낸 요부확대 단면도로서, 흙포대(10a), 보조기층(20), 지오그리드(30), 상부기층(40), 포석층(50)의 구성 과정을 거쳐 보도가 형성된다.Figure 3 is an enlarged cross-sectional view showing the main portion using the soil pavement using the sidewalk pavement method of the present invention, soil pavement 10a, auxiliary base layer 20, geogrid 30, upper base layer 40, paving stone layer 50 The sidewalk is formed through the construction process.

상기 흙포대(10a)는, 흙으로 채워진 사각블록형으로 형성되며, 원지반(1)의 상부에 다수개를 수평방향으로 밀착되게 배열한다.The soil bag 10a is formed in a rectangular block shape filled with soil, and is arranged to be in close contact with a plurality of horizontally in the upper portion of the base (1).

상기 원지반(1)의 상부에 다수개를 수평방향으로 밀착되게 배열한 과정을 거친 흙포대(10a)의 상부에는, 직경 19~50mm인 작은 자갈과 골재로 이루어진 깬쇄석을 포설하여 흙포대(10a)보다 큰 두께로 보조기층(20)을 형성한다.On the top of the soil bag (10a) is a process of arranging a plurality of close to the top of the base (1) in the horizontal direction, the ground bag (10a) by laying up a crushed stone consisting of small gravel and aggregate of 19 ~ 50mm in diameter The auxiliary base layer 20 is formed to a thickness greater than).

상기 보조기층(20)을 형성한 상부에는, 원지반(1)의 보강 상태에 따라 필요시 설치하는 것으로서, 토목합성수지로 이루어진 그물형인 지오그리드(30)를 수평방향으로 배열한다.On the upper part of the auxiliary base layer 20 is formed, if necessary according to the reinforcement state of the base 1, the geogrid 30 made of a synthetic synthetic resin is arranged in a horizontal direction.

상기 지오그리드(30)의 상부에는 직경 2~5mm인 작은 자갈과 골재로 이루어진 깬쇄석을 포설하여 보조기층(20)보다 작은 두께로 상부기층(40)을 형성한다.The upper part of the geogrid 30 is laid with crushed stone composed of small gravel and aggregate having a diameter of 2 to 5mm to form the upper base layer 40 to a thickness smaller than the auxiliary base layer 20.

상기 상부기층(40)을 형성한 상부에는, 석재나 콘크리트 블록 또는 고무재 블록 중 하나가 선택적으로 이루어진 포석(51)을 다수 개로 밀착 배열하여 포석층(50)을 형성하고, 포석(51)의 재질인 석재는 암석을 가공하여 이루어지며, 포석(51)과 포석(51) 사이에는 충진홈(51a)이 형성된 공간에 작은 입자인 모래와 합성수지로 구성된 배수필터재(52)를 소정의 두께로 삽입하며, 배수필터재(52)의 상부에 쇄석과 석분으로 이루어진 충진부재(53)를 소정의 두께로 포설한 과정을 거쳐 보도를 형성한다.On the upper portion of the upper base layer 40, a plurality of paving stones 51, in which one of stone, concrete blocks, or rubber blocks are selectively arranged in close contact with each other, to form a paving stone layer 50, and The stone material is made by processing a rock, and between the paving stone 51 and the paving stone 51, a drain filter material 52 composed of sand and synthetic resin, which are small particles, is formed in a space in which the filling groove 51a is formed to have a predetermined thickness. Inserting, and forming a sidewalk through the process of laying the filling member 53 made of crushed stone and stone powder on the upper portion of the drain filter material 52 to a predetermined thickness.

도 4는 본 발명의 보도 포장 공법을 이용하여 지오쉘를 사용한 것을 나타낸 요부확대 단면도로서, 지오쉘(10b), 보조기층(20), 지오그리드(30), 상부기층(40), 포석층(50)의 구성 과정을 거쳐 보도가 형성된다.Figure 4 is an enlarged cross-sectional view showing the main portion using the geoshell using the pavement method of the present invention, geoshell 10b, auxiliary base layer 20, geogrid 30, upper base layer 40, paving stone layer 50 The walkway is formed through the construction process.

상기 지오쉘(10b)은, 소정의 두께를 가지며 상부에는 다수의 매김홈(11)이 형성되고, 매김홈(11)안에는 작은 자갈과 골재로 이루어진 쇄석을 채워 매김하며, 원지반(1)의 상부에 밀착 설치하고, 원지반(1)과 같이 수직으로 고정핀(60)을 사용하여 고정한다.The geoshell 10b has a predetermined thickness, and a plurality of recesses 11 are formed on the upper portion, and the recesses 11 are filled with crushed stone composed of small gravel and aggregate, and the upper portion of the base 1 It is installed in close contact with, and fixed using a fixing pin 60 vertically as the base (1).

상기 보조기층(20), 지오그리드(30), 상부기층(40), 포석층(50)은 도 3에서 구성의 과정과 동일하여 자세한 구성의 과정은 생략한다.The auxiliary base layer 20, the geogrid 30, the upper base layer 40, the paving stone layer 50 is the same as the configuration of FIG.

도 5는 본 발명의 보도 포장 공법을 이용하여 지오그리드를 사용한 것을 나타낸 요부확대 단면도로서, 지오그리드(10c), 보조기층(20), 지오그리드(30), 상부기층(40), 포석층(50)의 구성 과정을 거쳐 보도가 형성된다.5 is an enlarged cross-sectional view showing the main part using the geogrid using the sidewalk pavement method of the present invention, the geogrid 10c, the auxiliary base layer 20, the geogrid 30, the upper base layer 40, the paving stone layer 50 The walkway is formed through the construction process.

상기 지오그리드(10a)는, 원지반(1)의 보강이 필요할 경우에 설치하는 것으로서, 원지반(1)의 상부에 지오그리드(10c)를 수평으로 밀착 배열한다.The geogrid 10a is provided when reinforcement of the base 1 is necessary, and the geogrid 10c is arranged in close contact with the top of the base 1 in a horizontal manner.

또한, 원지반에 보강이 더 필요할 경우에는 원지반(1) 상부에 지오그리드(10c)를 배열하며, 지오그리드(10c) 상부에 크기가 큰 쇄석을 소정의 두께로 적층한 후 포대기처럼 감싸 고정핀(60)으로 고정한다.In addition, when reinforcement is needed on the base plate, the geogrid 10c is arranged on the base plate 1, and after laminating a large sized crushed stone to a predetermined thickness on the top of the geogrid 10c, the fixing pin 60 is wrapped like a bag. Secure with.

상기 보조기층(20), 지오그리드(30), 상부기층(40), 포석층(50)은 도 3에서 구성의 과정과 동일하여 자세한 구성의 과정은 생략한다.The auxiliary base layer 20, the geogrid 30, the upper base layer 40, the paving stone layer 50 is the same as the configuration of FIG.

이와 같은 공법을 거친 보도 포장 공법의 기능은 다음과 같이 설명한다.The function of the sidewalk pavement method that went through such a method is explained as follows.

상기 과정을 거친 보도 포장 공법은, 우수시 포장층(50) 아래로 신속히 배수하기 위해서 포석(51)과 포석(51) 사이에 형성된 충진홈(51a)에 소정의 두께로 배수필터재(52)와 충진부재(53)를 사용하였으며, 원지반(1)의 보강상태에 따라 보강부재(10)인 흙포대(10a), 지오쉘(10b), 지오그리드(10c) 중 어느 하나를 선택하여 원지반(1)을 더욱 더 견고하게 침하를 방지할 수 있다.According to the above-described pavement method, the drain filter material 52 has a predetermined thickness in the filling groove 51a formed between the paving stones 51 and the paving stones 51 to quickly drain down the paving layer 50 during rainwater. And a filling member 53, and one of the soil bag 10a, the geoshell 10b, and the geogrid 10c, which is the reinforcing member 10, is selected according to the reinforcing state of the base 1. ) More firmly to prevent settlement.

이상과 같이 본 발명은, 포석과 포석 사이에 형성된 충진홈에 소정에 두께로 배수필터재와 충진부재를 사용하여 우수시 배수처리를 원활하게 하는 효과가 있다.As described above, the present invention has an effect of smoothing the drainage during rainwater by using the drainage filter material and the filling member in a predetermined thickness in the filling groove formed between the paving stones and the paving stones.

또한, 원지반의 보강상태에 따라 보강부재인 흙포대, 지오쉘, 지오그리드 중 어느 하나를 시공자가 선택하여 원지반을 더욱 더 견고하게 보강할 수 있어 침하를 방지할 수 있는 더욱 큰 효과를 볼 수 있다.In addition, according to the reinforcement state of the base plate, the builder can select any one of the reinforcing member earthen bags, geoshells, geogrids to further strengthen the base plate can be more effective to prevent settlement.

Claims (3)

기초가 되는 원지반(1)의 상부에 보강부재(10)로 사용하되, 보강부재(10)로는 흙포대(10a), 지오쉘(10b), 지오그리드(10c) 중에서 어느 하나를 선택적으로 설치하는 과정과,Used as a reinforcing member 10 on the upper base 1 as a base, but the reinforcing member 10 is a process of selectively installing any one of the soil bag (10a), geoshell (10b), geogrid (10c) and, 상기 보강부재(10) 상부에 직경이 19~50mm인 자갈과 골재로 이루어진 깬쇄석으로 구성된 보조기층(20)이 포설하는 과정과,A process of laying the auxiliary base layer 20 composed of crushed stone composed of gravel and aggregate having a diameter of 19 to 50 mm on the reinforcing member 10; 그 상부에 직경이 2~5mm인 자갈과 골재로 이루어진 깬쇄석으로 구성된 상부기층(40)을 포설하는 과정과,A process of laying an upper base layer 40 composed of crushed stone composed of gravel and aggregate having a diameter of 2 to 5 mm, 상기 상부기층(40) 상부에 석재나 콘크리트 블록 또는 고무재 블록 중 하나가 선택적으로 이루어진 사각형인 포석(51)을 설치하여 포석층(50)을 형성하고, 포석(51)과 포석(51) 사이에 형성된 충진홈(51a)에 소정의 두께로 배수필터재(52)를 충진하며, 배수필터재(52) 상부에 쇄석과 석분으로 이루어진 충진부재(53)로 마감하는 과정을 거쳐서 이루어진 것을 특징으로 하는 보도 포장 공법.A paving stone layer 50 is formed on the upper base layer 40 by installing a paving stone 51 having one of a stone, a concrete block, or a rubber block selectively formed therebetween, and between the paving stone 51 and the paving stone 51. Filling the drain filter material 52 to a predetermined thickness in the filling groove (51a) formed in the, characterized in that made through the process of finishing with a filling member 53 consisting of crushed stone and stone on the top of the drain filter material (52) Sidewalk pavement method. 제 1항에 있어서,The method of claim 1, 상기 보강부재(10)로서 지오그리드(10c)를 사용할때에는, 원지반(1)의 상부에 밀착하여 지오그리드(10c)를 설치하며, 지오그리드(10c) 상부에 크기가 큰 쇄석을 소정의 두께로 적층한 후 포대기처럼 감싸 고정핀(60)으로 고정하는 과정을 더 포함하는 것을 특징으로 하는 보도 포장 공법.When using the geogrid 10c as the reinforcing member 10, the geogrid 10c is installed in close contact with the upper portion of the base 1, and after laminating large crushed stone to a predetermined thickness on the geogrid 10c. Press wrapping method, characterized in that it further comprises the step of fixing the bag wrapped with a fixing pin (60). 제 1항에 있어서,The method of claim 1, 상기 원지반(1)의 보강이 필요한 경우에는 상기 보조기층(20) 상부에 지오그리드(30)를 설치하는 과정을 더 포함하는 것을 특징으로 하는 보도 포장 공법.When reinforcement of the base (1) is necessary for the sidewalk pavement method, characterized in that it further comprises the step of installing a geogrid 30 on the upper base layer (20).
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101020718B1 (en) * 2010-07-21 2011-03-09 극동엔지니어링(주) Seepaging structure using absorbent pavement geo-cell for material and rainforced of ground

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101020718B1 (en) * 2010-07-21 2011-03-09 극동엔지니어링(주) Seepaging structure using absorbent pavement geo-cell for material and rainforced of ground

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