KR100795771B1 - Three-layered permeable type elasticity paving material and constructing method of thereof - Google Patents

Three-layered permeable type elasticity paving material and constructing method of thereof Download PDF

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KR100795771B1
KR100795771B1 KR1020070076828A KR20070076828A KR100795771B1 KR 100795771 B1 KR100795771 B1 KR 100795771B1 KR 1020070076828 A KR1020070076828 A KR 1020070076828A KR 20070076828 A KR20070076828 A KR 20070076828A KR 100795771 B1 KR100795771 B1 KR 100795771B1
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South Korea
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permeable
layer
elastic
permeable elastic
urethane
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KR1020070076828A
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Korean (ko)
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남궁선
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남궁선
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C13/00Pavings or foundations specially adapted for playgrounds or sports grounds; Drainage, irrigation or heating of sports grounds
    • E01C13/06Pavings made in situ, e.g. for sand grounds, clay courts E01C13/003
    • E01C13/065Pavings made in situ, e.g. for sand grounds, clay courts E01C13/003 at least one in situ layer consisting of or including bitumen, rubber or plastics
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C15/00Pavings specially adapted for footpaths, sidewalks or cycle tracks
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2201/00Paving elements
    • E01C2201/10Paving elements having build-in shock absorbing devices
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2201/00Paving elements
    • E01C2201/20Drainage details

Abstract

A three-layered permeable type elastic paving material and a constructing method thereof are provided to increase fixing force and to lengthen life span of the material by installing a permeable base layer part, a permeable elastic part, and a permeable outer layer part. A three-layered permeable type elastic paving material(100) comprises a permeable base layer part(110), a permeable elastic part(120), and a permeable outer layer part(130). The permeable base layer part has a permeable elastic base layer(111) by mixing 20 to 40 mm of aggregate and less than 16 mesh of rubber powder with urethane binders in the ratio of 7:3. The permeable elastic part has a permeable elastic layer(121) formed by combining 4 to 5 mm of rubber chips with urethane binders, a fixed net(122) having a plurality of permeable holes(123), and a plurality of fixing projections(124) inserted in the permeable elastic layer. The permeable outer layer part has a permeable elastic outer layer(131) formed by combining urethane binders with at least one of an EDPM chip and an urethane chip or the compounding of the chips.

Description

3단 투수형 탄성포장재 및 그 시공방법 {Three-layered permeable type Elasticity Paving Material and Constructing Method of thereof} Three-layer permeable elastic packing material and construction method {Three-layered permeable type Elasticity Paving Material and Constructing Method of Julia}

본 발명은 3단 투수형 탄성포장재 및 그 시공방법에 관한 것이다.The present invention relates to a three-stage permeable elastic packaging material and its construction method.

일반적으로, 탄성포장재는 아파트 보행로, 자전거전용도로, 광장, 골프장보경로, 조깅트랙, 산책로, 각종 스포츠 시설이나 놀이방, 놀이터와 같이 놀이나 스포츠 활동과 같이 사용자 들의 활동량이 많은 시설의 바닥에 시공되는 것으로, 어린이나 노약자의 보행이나 운동 시에 관절을 보호하고, 활동에 의해 바닥에 접촉되면 발생되는 충격량을 흡수하여 부상을 방지하도록 설치한다.In general, the elastic packaging material is applied to the floor of the facility with high activity such as play or sports activities such as apartment walkway, bicycle path, plaza, golf course path, jogging track, walkway, various sports facilities or playroom, playground It protects the joints during walking or exercise of children or the elderly, and installs to prevent injury by absorbing the amount of impact generated when touching the floor by activities.

이와 같은, 탄성포장재는 탄성소재인 우레탄과 같은 탄성소재를 바인더와 혼합하여 지반의 상부에 시공하는 것으로, 도 1을 참조하면서 살펴보면 다음과 같다.As such, the elastic packaging material is to be installed on the top of the ground by mixing an elastic material, such as urethane, an elastic material with a binder, looking at with reference to FIG.

지반(1)을 다진 상태에서 상부에 우레탄칩과 바인더를 혼합시킨 탄성층(2)을 시공하여 구성한다.It is constructed by constructing the elastic layer 2 in which the urethane chip and the binder are mixed on the ground in the state where the ground 1 is chopped.

이와 같은, 종래의 탄성포장재 시공방법은 지반의 상부에 바로 시공함에 따라 지반약화에 따른 지각의 변동이나 침하에 따라 탄성층이 변위하여 파손됨에 따라 수명이 축소되는 문제점이 있었다.As described above, the conventional method for constructing an elastic packaging material has a problem in that the service life is reduced as the elastic layer is displaced and damaged due to the change or settlement of the crust due to the weakening of the ground as it is directly installed on the upper part of the ground.

그리고, 종래의 탄성포장재 시공방법은 지반에 탄성층을 형성하도록 칩형태로 형성된 우레탄칩을 우레탄을 부착시키는 바인더로 지반에 시공하는 것으로 바인더의 접착력이 시간이 경과하면서 감소되어 우레탄칩이 지속적으로 탈거함에 따라 수명이 축소되는 문제점이 있었다.In addition, the conventional method for constructing an elastic packaging material is to apply urethane chips formed in the chip form to form urethane chips to form an elastic layer on the ground with a binder for attaching urethane. The adhesive force of the binder decreases with time, and thus the urethane chip is continuously removed. As a result, there was a problem that the life is reduced.

또한, 종래의 탄성포장재 시공방법은 지반에 탄성층을 바인더를 부착하도록 시공함에 따라 지반과 탄성층과의 결착력이 약하여 들뜸 현상이 일어나 보수에 따른 비용이 증대되는 문제점이 있었다.In addition, the conventional method for constructing the elastic packaging material has a problem in that the binding force between the ground and the elastic layer is weak as the construction of the elastic layer is attached to the ground to increase the cost due to the lifting phenomenon.

이에, 탄성포장재의 지반에 콘크리트를 타설하여 지반을 강화시켜 수명을 증대한 상태에서 상부에 탄성포장재를 포설하는 시공방법이 개시되었다.Accordingly, a construction method for installing an elastic packaging material in the state in which the concrete is placed on the ground of the elastic packaging material to strengthen the ground to increase the service life.

그러나, 탄성포장재의 하부 기층에 콘크리트 층을 타설하면 표층에서 빗물이 투하되어 하부층인 콘크리트 층에서 물이 지표면으로 흡수되지 못하고, 고임현상이 발생하여 기층과 표층 사이에 계절의 변화에 따른 온도변화로 탄성포장재의 분리현상이 발생하여 수명이 축소되는 문제점이 있었다.However, when the concrete layer is placed on the lower base of the elastic packaging material, rainwater is dropped from the surface layer and water is not absorbed to the surface of the concrete layer, which is the lower layer. Separation phenomenon of the elastic packaging material occurred, there was a problem that the life is reduced.

또한, 콘크리트층을 타설한 탄성포장재는 시공된 기층 하부로 강우로 인해 발생되는 빗물이 투수되지 못하고 바로 하천으로 흘러 유입됨에 따라 지하수 고갈의 원인이 되고, 원활한 빗물의 공급이 이루어지지 않아 포장재 주위에 각종 식물의 성장에 악영향을 끼치며, 폭우와 장마철 시에 유입되는 빗물을 지반으로 저류하지 못하여 하천과 강의 범람을 방지하지 못하는 문제점이 있었다.In addition, the elastic pavement in which the concrete layer is poured causes the groundwater depletion due to the flow of rainwater generated by the rainfall into the lower part of the constructed base layer, which flows directly into the river, and the supply of rainwater is not made smoothly. It adversely affects the growth of various plants, there is a problem that can not prevent the flooding of rivers and rivers because the rainwater flowing in during heavy rain and rainy season is not stored in the ground.

따라서, 지반에 안정적으로 결착되어 수명을 증대시키면서, 표층에 물이 내부로 투수되어 지반으로 공급할 수 있는 투수형 포장제의 개발이 절실히 요구되고 있는 실정이다.Therefore, it is urgently required to develop a water-permeable packaging agent which can be stably bound to the ground and increase its life, and can be supplied to the ground by water being permeated into the surface layer.

이와 같은, 필요성에 의해 안출된 본 발명의 주목적은 지반에 설치되는 기층에 골재와 고무분말을 혼합한 투수기층부를 형성하고, 투수기층부의 상부로 투수되는 탄성재질로 하부로 복수의 고정돌기를 구비한 고정망으로 고정되도록 투수탄성부를 형성하며, 투수탄성부의 상부로 투수되는 탄성재질의 투수표층부를 형성하여 3단으로 탄성포장함에 따라 탄성과 투수성이 뛰어나고, 고정력이 향상되어 수명을 증대시키는데 있다. As such, the main object of the present invention devised by the necessity is to form a permeable base layer mixed with aggregate and rubber powder in the base layer installed on the ground, and has a plurality of fixing projections at the bottom with an elastic material that is permeable to the top of the permeable base layer portion. The permeable elastic part is formed to be fixed by a fixed net, and the permeable surface layer part made of an elastic material that is permeated to the upper part of the permeable elastic part is formed to be elastically packed in three stages so that the elasticity and permeability are excellent, and the fixing force is improved to increase the service life. .

이와 같은, 목적을 달성하고자 안출된 본 발명의 3단 투수형 탄성포장재는 시공되는 지면의 상부에 골재와 고무분말을 우레탄바인더와 배합하여 투수탄성기층을 형성한 투수기층부와, 상기 투수기층부의 상부에 고무칩을 우레탄바인더와 배합하여 투수탄성층을 형성하고, 투수탄성층의 상부로 복수의 투수공을 구비한 고정망을 형성하며, 고정망의 하부로 투수탄성층에 삽입되어 고정력을 향상시키는 복수의 고정돌기를 형성한 투수탄성부와, 상기 투수탄성부의 상부로 EDPM 칩, 우레탄칩 및 이들을 조합한 재료 중에 하나를 선택적으로 우레탄바인더와 배합하여 포설하는 투수탄성표층을 형성한 투수표층부를 포함하여 구성하는 것을 특징으로 한다.Thus, the three-stage permeable elastic packaging material of the present invention devised to achieve the object is a permeable base layer portion formed by combining the aggregate and rubber powder with a urethane binder on the upper surface of the construction to form a permeable elastic base layer, and the permeable base layer portion The rubber chip is combined with a urethane binder to form a permeable elastic layer, and a fixed net having a plurality of permeable holes is formed at the top of the permeable elastic layer, and the bottom of the fixed net is inserted into the permeable elastic layer to improve the fixing force. A permeable elastic layer having a plurality of fixed protrusions formed thereon, and a permeable surface layer formed with a permeable elastic surface layer for selectively combining one of an EDPM chip, a urethane chip, and a combination material thereof with a urethane binder to form an upper portion of the permeable elastic part. It is characterized by including the configuration.

또한, 상기 투수기층부의 투수탄성기층은 크기를 20~40 mm로 구비된 골재와 16메쉬 이하의 고무분말을 7:3의 비율로 혼합하여 우레탄바인더에 배합되도록 구성하는 것을 특징으로 한다.In addition, the water-permeable elastic layer of the water-permeable base layer is characterized in that it is configured to be blended in the urethane binder by mixing an aggregate provided with a size of 20 ~ 40 mm and rubber powder of 16 mesh or less in a ratio of 7: 3.

그리고, 상기 투수탄성부의 투수탄성층은 우레탄바인더에 배합되는 고무칩의 크기가 4~5 mm인 것을 특징으로 한다.The permeable elastic layer of the permeable elastic part is characterized in that the size of the rubber chip blended into the urethane binder is 4 to 5 mm.

또한, 3단 투수형 탄성포장재의 시공방법은 시공면에 분균일한 지면을 균일화한 상태에서 지면의 상부에 20~40 mm 크기의 골재와 16메쉬 이하의 고무분말을 7: 3 비율로 우레탄바인더와 배합하여 투수탄성기층을 형성하는 투수탄성기층부 형성단계와,In addition, the construction method of the three-stage permeable elastic packaging material is a urethane binder with a 7: 3 ratio of 20-40 mm aggregate and 16 mesh or less rubber powder at the top of the ground while uniformly uniform the ground on the construction surface. Forming a water-permeable elastic layer by combining with the water-permeable elastic layer,

상기 투수탄성기층부 형성단계에서 형성된 투수탄성기층의 상부로 4~5 mm 크기의 고무칩을 우레탄바인더를 배합하여 투수탄성층을 형성한 투수탄성층 형성단계와,A permeable elastic layer forming step of forming a permeable elastic layer by combining a urethane binder with a rubber chip having a size of 4 to 5 mm to the top of the permeable elastic base layer formed in the permeable elastic layer layer forming step;

상기 투수탄성층 형성단계에서 투수탄성층의 상부에 복수의 투수공을 구비한 망형태의 고정망을 형성하고, 고정망의 하부에 복수의 고정돌기를 형성하여 투수탄성층에 고정돌기를 고정력이 향상되도록 고정 삽입시켜 설치하는 고정망 설치단계와,In the step of forming the permeable elastic layer, a net-shaped fixed net having a plurality of permeable holes is formed on the top of the elastic permeable layer, and a plurality of fixing protrusions are formed at the bottom of the fixed net to fix the fixing protrusions on the permeable elastic layer. A fixed net installation step of fixedly inserting and installing to improve,

상기 고정망 설치단계에서 설치된 고정망의 상부에 EDPM 칩, 우레탄칩 및 이들을 조합한 재료 중에 하나를 선택적으로 우레탄바인더와 배합하여 포설하는 투수탄성표층을 형성하는 투수표층부 형성단계와,A permeable surface layer forming step of forming a permeable elastic surface layer on which the EDPM chip, the urethane chip, and a combination of these materials are selectively combined with urethane binders on top of the fixed network installed in the fixed network installation step;

상기 투수표층부 형성단계에서 투수탄성표층을 포설한 상태로 경화되어 시공이 완성되는 시공완성단계를 포함하여 구성하는 것을 특징으로 한다.It characterized in that it comprises a construction completion step of curing in the state in which the permeable elastic surface layer is laid in the permeable surface layer forming step is completed.

이와 같이, 구성된 본 발명의 투수형 탄성포장재 및 그 시공방법은 지반에 설치되는 기층에 골재와 고무분말을 혼합한 투수기층부를 형성하고, 투수기층부의 상부로 투수되는 탄성재질로 하부로 복수의 고정돌기를 구비한 고정망으로 고정되도록 투수탄성부를 형성하며, 투수탄성부의 상부로 투수되는 탄성재질의 투수표층부를 형성하여 3단으로 탄성포장함에 따라 탄성과 투수성이 뛰어나고, 고정력이 향상되어 수명을 증대시키는 효과를 제공한다.Thus, the permeable elastic packaging material and the construction method of the present invention configured to form a water permeable base portion mixed with aggregate and rubber powder in the base layer is installed on the ground, a plurality of fixed to the bottom by the elastic material which is permeable to the top of the permeable base layer portion The permeable elastic part is formed to be fixed by a fixed net having protrusions, and the permeable surface layer part made of an elastic material that is permeated to the upper part of the permeable elastic part is formed and elastically packed in three stages so that the elasticity and permeability are excellent, and the fixing force is improved, thereby improving the life. Provide an augmenting effect.

또한, 본 발명의 3단 투수형 탄성포장재 및 그 시공방법은 지반의 상부로 20~40 mm 크기의 골재와 16메쉬 이하의 고무분말을 7:3으로 혼합한 상태로 우레탄바인더를 배합하여 투수탄성기층을 형성하여 지반을 강화하면서 투수되도록 기층을 형성하여 수명을 증대시키는 효과를 제공한다.In addition, the three-stage permeable elastic packaging material of the present invention and its construction method is a water-permeable elasticity by blending a urethane binder in a state of mixing a 20 ~ 40 mm aggregate and 16 mesh or less rubber powder in the upper portion of the soil at 7: 3 Forming a base to form a base so as to permeate while strengthening the ground provides an effect of increasing the life.

그리고, 본 발명의 3단 투수형 탄성포장재 및 그 시공방법은 골재와 고무분말을 혼합하여 우레탄바인더에 배합시켜 투수탄성기층을 형성하고, 투수탄성기층의 상부에 4~5 mm 크기에 고무칩을 우레탄바인더에 배합하여 투수탄성층을 구비하며, 투수탄성층의 상부로 물이 투수되는 복수의 투수공을 구비한 고정망을 형성하고, 고정망의 하부에 복수의 고정돌기를 형성하여 투수탄성층에 삽입 설치함에 따라 고정력을 향상시키고, 수명을 증대시키는 효과를 제공한다.In addition, the three-stage permeable elastic packaging material and the construction method of the present invention is mixed with the aggregate and the rubber powder in a urethane binder to form a permeable elastic base layer, the rubber chip in the size of 4 ~ 5 mm on the top of the permeable elastic base layer A water-permeable elastic layer is formed by blending with a urethane binder, forming a fixed net having a plurality of permeable holes through which water is permeated to the upper side of the permeable elastic layer, and forming a plurality of fixed protrusions under the fixed net. Insertion into the installation improves the fixing force, and provides the effect of increasing the life.

아울러, 본 발명의 3단 투수형 탄성포장재 및 그 시공방법은 골재와 고무분말을 우레탄바인더와 배합형성한 투수기층부의 상부로 고정돌기를 구비한 고정망으로 상부로 삽입 고정시킨 고무칩을 우레탄바인더와 배합 형성한 투수탄성층을 형성하며, 투수탄성층의 상부로 EDPM 칩, 우레탄칩 및 이들을 조합한 재료 중에 하나를 선택적으로 우레탄바인더로 배합하여 포설하는 투수탄성표층을 형성하는 것으로, 3단으로 투수성과 탄성이 뛰어난 재질로 포장재를 형성하고, 고정돌기를 구비한 고정망으로 투수에 따른 고정력을 향상시킴으로써, 외력에 따른 파손을 방지하고, 포장재의 뒤틀림을 방지하면서 외력에 의한 손상을 억제하도록 경화효율을 증대시키는 효과를 제공한다.In addition, the three-stage permeable elastic packaging material of the present invention and the construction method of the urethane binder rubber chip inserted into the upper portion of the fixing net having a fixing projection to the upper portion of the permeable base layer formed by mixing the aggregate and the rubber powder with the urethane binder. Forming a permeable elastic layer formed by mixing with the urethane binder, and forming a permeable elastic surface layer which is formed by mixing one of the EDPM chip, the urethane chip, and a combination of these materials with a urethane binder. Forming the packaging material with excellent permeability and elasticity, and improving the fixing force according to the permeability with the fixing net with fixing projections, it prevents damage due to external force, and cures to prevent damage caused by external force while preventing distortion of the packaging material It provides the effect of increasing the efficiency.

본 발명은 도면에 도시된 일 실시예를 참고로 하여 설명하였으나 이는 예시적인 것에 불과하며 당해 분야에서 통상의 지식을 가진 자라면 이로부터 다양한 변형 및 실시예의 변형이 가능하다는 점을 이해할 것이다. 따라서 본 발명의 진정한 기술적 보호범위는 첨부된 특허청구범위의 기술적 사상에 의해서 정해져야 할 것이다.Although the present invention has been described with reference to one embodiment shown in the drawings, this is merely exemplary and will be understood by those of ordinary skill in the art that various modifications and variations can be made therefrom. Therefore, the true technical protection scope of the present invention will be defined by the technical spirit of the appended claims.

이와 같이, 구성된 본 발명의 3단 투수형 탄성포장재에 바람직한 실시예를 도면을 참조하면서 살펴보면 다음과 같다.Thus, looking at the preferred embodiment of the three-stage permeable elastic packaging material of the present invention configured as follows with reference to the drawings.

우선, 도면들 중, 동일한 구성요소 또는 부품들은 가능한 동일한 참조부호로 나타내고 있음에 유의하여야 한다. 본 발명을 설명함에 있어, 관련된 공지기능 혹은 구성에 대한 구체적인 설명은 본 발명의 요지를 모호하지 않기 위하여 생략한다.First, in the drawings, the same components or parts are to be noted that the same reference numerals as possible. In describing the present invention, detailed descriptions of related well-known functions or configurations are omitted in order not to obscure the subject matter of the present invention.

도 2는 본 발명에 따른 3단 투수형 탄성포장재를 나타내는 구성도이고, 도 3은 본 발명에 따른 3단 투수형 탄성포장재를 나타내는 단면도이며, 도 4는 본 발명 에 따른 3단 투수형 탄성포장재 시공방법을 나타내는 공정도이다.Figure 2 is a block diagram showing a three-stage permeable elastic packaging material according to the invention, Figure 3 is a cross-sectional view showing a three-stage permeable elastic packaging material according to the invention, Figure 4 is a three-stage permeable elastic packaging material according to the present invention It is a process chart which shows a construction method.

도 2 내지 도 4에서 도시한 바와 같이, 3단 투수형 탄성포장재(100)는 지반의 상부에 골재와 고무분말을 혼합하여 투수탄성기층(111)을 형성한 투수기층부(110)와, 상기 투수기층부(110)의 상부에 고정망(122)을 구비한 투수탄성층(121)을 형성한 투수탄성부(120)와, 상기 투수탄성부(120)의 상부로 투수되는 탄성재질로 투수탄성표층(131)을 형성한 투수표층부(130)를 포함하여 구성한다.As shown in Figures 2 to 4, the three-stage permeable elastic packaging material 100 is a water permeable layer 110 formed by mixing the aggregate and the rubber powder on the top of the ground to form a water-permeable elastic base layer 111, and A permeable elastic part 120 formed with a permeable elastic layer 121 having a fixed net 122 on the permeable body layer 110 and a permeable elastic material that is permeated into the permeable elastic part 120. The permeable surface layer part 130 which formed the elastic surface layer 131 is comprised.

상기 투수기층부(110)는 시공되는 지면의 상부에 골재와 고무분말을 우레탄바인더와 배합하여 투수탄성기층(111)을 형성하도록 구성한다.The water permeable layer 110 is configured to form a water-permeable elastic layer 111 by combining the aggregate and the rubber powder with the urethane binder on the upper surface of the construction.

여기서, 투수기층부(110)의 투수탄성기층(111)은 크기를 20~40 mm로 구비된 골재와 16메쉬 이하의 고무분말을 7:3의 비율로 혼합하여 우레탄바인더에 배합되도록 구성하는 것이 바람직하다.Here, the water-permeable elastic layer 111 of the water-permeable base layer 110 is configured to be mixed in the urethane binder by mixing the aggregate provided with a size of 20 to 40 mm and rubber powder of 16 mesh or less in a ratio of 7: 3. desirable.

상기 투수탄성부(120)는 투수기층부(110)의 상부에 고무칩을 우레탄바인더와 배합하여 투수탄성층(121)을 형성하고, 투수탄성층(121)의 상부로 복수의 투수공 (123)을 구비한 고정망(122)을 형성하며, 고정망(122)의 하부로 투수탄성층(121)에 삽입되어 고정력을 향상시키는 복수의 고정돌기(124)를 형성하도록 구성한다.The water permeable elastic part 120 forms a water permeable elastic layer 121 by mixing a rubber chip with a urethane binder on the top of the water permeable base layer 110, and a plurality of water permeable holes 123 over the water permeable elastic layer 121. It is formed to have a fixed net 122 having a), it is configured to form a plurality of fixing projections 124 inserted into the water-permeable elastic layer 121 to the bottom of the fixed net 122 to improve the fixing force.

여기서, 투수탄성부(120)의 투수탄성층(121)은 우레탄바인더에 배합되는 고무칩의 크기가 4~5 mm인 것이 바람직하다.Here, the water-permeable elastic layer 121 of the water-permeable elastic portion 120 preferably has a rubber chip size of 4 to 5 mm blended into the urethane binder.

상기 투수표층부(130)는 투수탄성부(120)의 상부로 EDPM 칩, 우레탄칩 및 이들을 조합한 재료 중에 하나를 선택적으로 우레탄바인더와 배합하여 포설하는 투수탄성표층(131)을 형성하도록 구성한다.The permeable surface layer 130 is configured to form a permeable elastic surface layer 131 which is formed by combining one of the EDPM chip, the urethane chip, and a combination of these materials with a urethane binder on top of the permeable elastic portion 120.

이와 같이, 구성된 본 발명의 3단 투수형 탄성포장재 시공방법을 통한 작용을 살펴보면 다음과 같다.Thus, look at the action through the three-stage permeable elastic packaging material construction method of the present invention configured as follows.

먼저, 시공면에 분균일한 지면을 균일화한 상태에서 지면의 상부에 20~40 mm 크기의 골재와 16메쉬 이하의 고무분말을 7: 3 비율로 우레탄바인더와 배합하여 투수탄성기층(111)을 형성하는 투수탄성기층부 형성단계(S1)에서 투수성과 탄성이 높은 고무분말과 지반과 친화되면서 고정력이 향상되도록 골재를 혼합시켜 우레탄바인더로 결착되면서 투수탄성기층(111)을 형성시킨다.First, in the state of uniform ground on the construction surface, 20 to 40 mm aggregate and 16 mesh or less rubber powder are blended with a urethane binder in a ratio of 7: 3 to the permeable elastic layer layer 111 at the top of the ground. In the forming of the permeable elastic layer part forming step (S1), the aggregate is mixed with the rubber powder and the ground having high water permeability and elasticity so that the fixing force is improved, thereby binding to the urethane binder to form the permeable elastic base layer 111.

이렇게, 투수탄성기층부 형성단계(S1)에서 형성된 투수탄성기층(111)의 상부로 4~5 mm 크기의 고무칩을 우레탄바인더를 배합하여 투수탄성층(121)을 형성한 투수탄성층 형성단계(S2)로 투수성과 탄성이 높은 소재인 고무칩을 우레탄바인더와 배합하여 투수탄성층(121)을 형성한다.In this way, a permeable elastic layer forming step of forming a water-permeable elastic layer 121 by combining a urethane binder with a rubber chip of the size 4 ~ 5 mm to the top of the permeable elastic layer layer 111 formed in the permeable elastic layer layer forming step (S1). In S2, a rubber chip, which is a material having high water permeability and elasticity, is combined with a urethane binder to form a water-permeable elastic layer 121.

상기와 같이, 투수탄성층 형성단계(S2)에서 투수탄성층(121)의 상부에 복수의 투수공(123)을 구비한 망형태의 고정망(122)을 형성하고, 고정망(122)의 하부에 복수의 고정돌기(124)를 형성하여 투수탄성층(121)에 고정돌기(124)를 고정력이 향상되도록 고정 삽입시켜 설치하는 고정망 설치단계(S3)로 투수공이 복수로 형성된 고정망의 하부에 복수로 구비된 고정돌기를 투수탄성층에 삽입하여 고정력을 향상시키도록 설치한다.As described above, in the permeable elastic layer forming step (S2) to form a net-shaped fixed net 122 having a plurality of permeable holes 123 on top of the permeable elastic layer 121, the fixed net 122 of The fixing net formed of a plurality of permeable holes in the fixing net installation step (S3) to form a plurality of fixing projections 124 in the lower portion to be fixedly inserted into the water-permeable elastic layer 121 to fix the fixing protrusion 124 to improve the fixing force. It is installed to improve the fixing force by inserting a plurality of fixing projections provided in the lower portion into the permeable elastic layer.

이렇게, 고정망 설치단계(S3)에서 설치된 고정망의 상부에 EDPM 칩, 우레탄칩 및 이들을 조합한 재료 중에 하나를 선택적으로 우레탄바인더와 배합하여 포설하는 투수탄성표층을 형성하는 투수표층부 형성단계(S4)로 고정망이 설치된 투수탄 성층의 상부로 투수성과 탄성이 향상된 EDPM 칩, 우레탄칩 및 이를 조합한 재료 중 하나를 우레탄바인더로 배합하여 투수탄성표층을 형성한다.In this way, the permeable surface layer forming step (S4) to form a permeable elastic surface layer is formed by mixing the EDPM chip, urethane chip and a combination of these materials with the urethane binder selectively on top of the fixed network installed in the fixed network installation step (S3) (S4) The permeable elastic surface layer is formed by mixing one of the EDPM chips, urethane chips, and materials combining them with a urethane binder.

상기와 같이, 투수표층부 형성단계(S4)에서 투수탄성표층을 포설한 상태로 경화되어 시공이 완성되는 시공완성단계(S5)로 투수성과 탄성이 높은 재질을 복합하여 3단으로 내부에 고정돌기를 복수로 형성한 고정망을 설치하여 포설 후에 일정 기간동안 경화되어 뒤틀림을 방지하면서 설치하여 투수성을 유지하면서 고정력을 향상하여 수명을 증대하도록 한다.As described above, the construction completion step (S5) is cured in a state in which the permeable elastic surface layer is laid in the permeable surface layer forming step (S4) to complete the construction. After installing a plurality of fixed nets to be installed while curing for a certain period of time after installation to prevent warpage to maintain the permeability to improve the fixing force to increase the life.

도 1은 종래기술의 탄성포장재 시공상태를 나타내는 단면도.1 is a cross-sectional view showing a state of construction of an elastic packaging material of the prior art.

도 2는 본 발명에 따른 3단 투수형 탄성포장재를 나타내는 구성도.Figure 2 is a block diagram showing a three-stage permeable elastic packaging material according to the present invention.

도 3은 본 발명에 따른 3단 투수형 탄성포장재를 나타내는 단면도.Figure 3 is a cross-sectional view showing a three-stage permeable elastic packaging material according to the present invention.

도 4는 본 발명에 따른 3단 투수형 탄성포장재 시공방법을 나타내는 공정도.Figure 4 is a process chart showing a three-stage permeable elastic packaging material construction method according to the present invention.

*도면의 주요부분을 나타내는 부호의 설명** Description of Symbols Representing Major Parts of Drawings *

100 : 탄성포장재 110 : 투수기층부100: elastic packaging material 110: water permeable layer portion

111 : 투수탄성기층 120 : 투수탄성부111: permeable elastic layer 120: permeable elastic part

121 : 투수탄성층 122 : 고정망121: permeable elastic layer 122: fixed network

123 : 투수공 124 : 고정돌기123: pitcher 124: fixed protrusion

130 : 투수표층부 131 : 투수탄성표층130: permeable surface layer 131: permeable elastic surface layer

Claims (4)

시공되는 지면의 상부에 20~40 mm 크기의 골재와 16메쉬 이하의 고무분말을 우레탄바인더와 7:3의 비율로 혼합하여 투수탄성기층을 형성한 투수기층부와,A permeable base layer portion which forms a permeable elastic base layer by mixing 20-40 mm aggregate and 16 mesh or less rubber powder with a urethane binder at a ratio of 7: 3 on the ground to be constructed; 상기 투수기층부의 상부에 4~5 mm 크기의 고무칩을 우레탄바인더와 배합하여 투수탄성층을 형성하고, 투수탄성층의 상부로 복수의 투수공을 구비한 고정망을 형성하며, 고정망의 하부로 투수탄성층에 삽입되어 고정력을 향상시키는 복수의 고정돌기를 형성한 투수탄성부와,Forming a permeable elastic layer by mixing a rubber chip of 4 ~ 5 mm size with a urethane binder on the top of the water permeable layer, and forming a fixed net having a plurality of permeable holes to the top of the permeable elastic layer, the bottom of the fixed network A permeable elastic part inserted into the permeable elastic layer to form a plurality of fixing protrusions for improving the fixing force, 상기 투수탄성부의 상부로 EDPM 칩, 우레탄칩 및 이들을 조합한 재료 중에 하나를 선택적으로 우레탄바인더와 배합하여 포설하는 투수탄성표층을 형성한 투수표층부를 포함하여 구성하는 것을 특징으로 하는 3단 투수형 탄성포장재.Three-permeable water-permeable elasticity comprises a water permeable layer formed on the permeable elastic portion of the EDPM chip, urethane chip, and a combination of these materials with a urethane binder. Packing materials. 삭제delete 삭제delete 시공면에 분균일한 지면을 균일화한 상태에서 지면의 상부에 20~40 mm 크기의 골재와 16메쉬 이하의 고무분말을 7: 3 비율로 우레탄바인더와 배합하여 투수탄성기층을 형성하는 투수탄성기층부 형성단계와,Permeable elastic base layer that forms a permeable elastic base layer by mixing 20 ~ 40 mm aggregate and 16 mesh or less rubber powder with urethane binder in the ratio of 7: 3 at the top of the ground in the state of uniform ground on the construction surface. Forming part, 상기 투수탄성기층부 형성단계에서 형성된 투수탄성기층의 상부로 4~5 mm 크기의 고무칩을 우레탄바인더를 배합하여 투수탄성층을 형성한 투수탄성층 형성단계와,A permeable elastic layer forming step of forming a permeable elastic layer by combining a urethane binder with a rubber chip having a size of 4 to 5 mm to the top of the permeable elastic base layer formed in the permeable elastic layer layer forming step; 상기 투수탄성층 형성단계에서 투수탄성층의 상부에 복수의 투수공을 구비한 망형태의 고정망을 형성하고, 고정망의 하부에 복수의 고정돌기를 형성하여 투수탄성층에 고정돌기를 고정력이 향상되도록 고정 삽입시켜 설치하는 고정망 설치단계와,In the step of forming the permeable elastic layer, a net-shaped fixed net having a plurality of permeable holes is formed on the top of the elastic permeable layer, and a plurality of fixing protrusions are formed at the bottom of the fixed net to fix the fixing protrusions on the permeable elastic layer. A fixed net installation step of fixedly inserting and installing to improve, 상기 고정망 설치단계에서 설치된 고정망의 상부에 EDPM 칩, 우레탄칩 및 이들을 조합한 재료 중에 하나를 선택적으로 우레탄바인더와 배합하여 포설하는 투수탄성표층을 형성하는 투수표층부 형성단계와,A permeable surface layer forming step of forming a permeable elastic surface layer on which the EDPM chip, the urethane chip, and a combination of these materials are selectively combined with urethane binders on top of the fixed network installed in the fixed network installation step; 상기 투수탄성부 형성단계에서 투수탄성표층을 포설한 상태로 경화되어 시공이 완성되는 시공완성단계를 포함하여 구성하는 것을 특징으로 하는 3단 투수형 탄성포장재 시공방법.The method of constructing a three-stage permeable elastic packaging material, characterized in that it comprises a construction completion step of curing in the state in which the permeable elastic surface layer is laid in the permeable elastic portion forming step.
KR1020070076828A 2007-07-31 2007-07-31 Three-layered permeable type elasticity paving material and constructing method of thereof KR100795771B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101225072B1 (en) * 2011-05-12 2013-01-24 서울특별시 Permeable Pavement Structure
KR101861173B1 (en) * 2017-12-29 2018-05-25 경일대학교산학협력단 Paving composition and construction method thereof
KR102536616B1 (en) * 2022-03-25 2023-05-26 김대생 Nature-friendly permeable pavement with improved permeability using shells and porous minerals and its construction method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200202464Y1 (en) 1999-12-31 2000-11-15 이영대 Structure of reinforced asphalt pavement
KR200368103Y1 (en) 2004-04-21 2004-11-17 이주형 Double layer paying material which is used by recycle tire,grit, and colored rubber.
KR100599840B1 (en) 2005-03-14 2006-07-12 (주)자연과사람 elastic mat contained mesh layer

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200202464Y1 (en) 1999-12-31 2000-11-15 이영대 Structure of reinforced asphalt pavement
KR200368103Y1 (en) 2004-04-21 2004-11-17 이주형 Double layer paying material which is used by recycle tire,grit, and colored rubber.
KR100599840B1 (en) 2005-03-14 2006-07-12 (주)자연과사람 elastic mat contained mesh layer

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101225072B1 (en) * 2011-05-12 2013-01-24 서울특별시 Permeable Pavement Structure
KR101861173B1 (en) * 2017-12-29 2018-05-25 경일대학교산학협력단 Paving composition and construction method thereof
KR102536616B1 (en) * 2022-03-25 2023-05-26 김대생 Nature-friendly permeable pavement with improved permeability using shells and porous minerals and its construction method

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